CN209603125U - A kind of concrete wedge-shaped post with ribs - Google Patents
A kind of concrete wedge-shaped post with ribs Download PDFInfo
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- CN209603125U CN209603125U CN201822170638.6U CN201822170638U CN209603125U CN 209603125 U CN209603125 U CN 209603125U CN 201822170638 U CN201822170638 U CN 201822170638U CN 209603125 U CN209603125 U CN 209603125U
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- pile body
- rib
- shaped post
- wedge
- taper sheath
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Abstract
The utility model discloses a kind of concrete wedge-shaped post with ribs, it applies in concrete stake field, solves the technical problem that rib is easy to break on concrete stake with ribbing, its key points of the technical solution are that a kind of concrete wedge-shaped post with ribs, including pile body, the rib being evenly arranged on pile body, the section of the pile body is from top to bottom at scaled down, steel reinforcement cage is equipped in the pile body, the steel reinforcement cage includes that circumferential edge is parallel to the uniformly distributed reinforcing bar of the pile body incline line, it is looped around the superolateral steel ring of reinforcing bar, the steel ring of the position of the corresponding rib is equipped with taper sheath, the taper sheath is located at the survey surface of the rib, the lower end of the taper sheath is equipped with the snap ring of several C-shapes, the snap ring is connected on the steel ring；What is had has the technical effect that the rib that can be good at protecting wedge pile, so that wedge pile will not damage during pounding ground.
Description
Technical field
The utility model relates to concrete stake fields, more specifically, it relates to a kind of concrete wedge-shaped post with ribs.
Background technique
There are many kinds of concrete stakes, and one of concrete stake is wedge pile.Wedge shape is pile body sectional area by stake end to stake top
The radial special pile-type to become larger.Wedge pile transmits the force to soil layer under Action of Vertical Loads, and most active forces become
For to soil layer lateral pressure, force direction is spread around, so that wedge pile has compared with high-bearing capacity.
Currently, the Chinese patent that notification number is CN201517210U discloses a kind of concrete wedge-shaped post with ribs, pile body is
Wedge shape, pile body can be circle, triangle, quadrangle, pentagon etc., and pile body sectional area is by stake end to the radial change of stake top
Greatly；For pile body every 2 meters of one ribs outstanding of setting, the shape of rib is triangle, rectangle or trapezoidal, the setting construction muscle in rib.
This concrete wedge-shaped post with ribs, since costal process goes out pile body, and rib itself has cement mixed mud to be made, and does not have in rib
There is reinforcing bar, when wedge pile is knocked in soil layer, rib is easily broken off, thus ineffective.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of concrete wedge-shaped post with ribs,
Its advantage is that can be good at protecting the rib of wedge pile, so that wedge pile will not damage during pounding ground.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of ribbed concrete wedge
Shape stake, including pile body, the rib being evenly arranged on pile body, the section of the pile body is from top to bottom at scaled down, in the pile body
Equipped with steel reinforcement cage, the steel reinforcement cage includes circumferential outside being parallel to the uniformly distributed reinforcing bar of the pile body incline line, being looped around on reinforcing bar
The steel ring of the steel ring of side, the position of the corresponding rib is equipped with taper sheath, and the taper sheath is located at the survey surface of the rib,
The lower end of the taper sheath is equipped with the snap ring of several C-shapes, and the snap ring is connected on the steel ring.
Through the above technical solutions, taper sheath is attached to the outside of rib, so that protecting in wedge pile during pounding underground layer
Edge protector angle is not destroyed.C-shaped snap ring is convenient for being connected in steel reinforcement cage, so that taper sheath and steel reinforcement cage one, further mention
The bonding strength of high taper sheath.
The utility model is further arranged to: the reinforcing rib of several V-arrangements is evenly distributed on the inside of the taper sheath, it is described
The horizontal part that reinforcing rib includes the rake being fixed on the taper sheath, is connected on the steel ring.
Through the above technical solutions, being easily deformed than relatively thin, therefore since taper sheath has iron sheet to support by edge rolling always
It is evenly distributed with the reinforcing rib of several V-arrangements in the inside of taper sheath, reinforcing rib improves the bonding strength of taper sheath.
The utility model is further arranged to: the head link of the horizontal part has the positioning sleeve of opening.
Through the above technical solutions, positioning sleeve link is in horizontal ends, and is connected on steel ring, by welding so that plus
Strengthening tendons and steel reinforcement cage form an entirety, improve the rigidity of whole taper sheath and steel reinforcement cage entirety.
The utility model is further arranged to: the inside of the reinforcing bar is equipped with several stiffening rings.
Through the above technical solutions, steel reinforcement cage is assembled by welding by several reinforcing bars and steel ring.Outer layer steel
Muscle be used for fixed steel bars shape so that steel reinforcement cage formed it is cylindric.Inner ring is used to support reinforcing bar, so that pile body is by level
When the extruding force in direction, stiffening ring can be improved the ability of the anti-horizontal pressure force of pile body at this time.
The utility model is further arranged to: criss-cross reinforcing rod is radially equipped on the stiffening ring, it is described
Reinforcing rod includes criss-cross thread bush, four screw rods being threaded in the thread bush respectively, and the screw rod is far from institute
The one end for stating thread bush is welded on the stiffening ring.
Through the above technical solutions, reinforcing rod is arranged along the direction perpendicular to reinforcing bar, so as to further increase pile body
The ability of anti-horizontal pressure force.Screw flight is connected in thread bush, so as to finely tune the length of reinforcing rod, further facilitates weldering
It connects on stiffening ring.
The utility model is further arranged to: the top of the pile body is equipped with steel plate, and the steel plate is welded on the reinforcing bar
The top of cage.
Through the above technical solutions, in order to protect the upper top surface of pile body not to be destroyed, being welded on pile body when piling
Steel plate is connect, steel plate can protect pile body, while pile body being facilitated to connect with other components.
The utility model is further arranged to: the lower end of the pile body is equipped with drill bit, and the bottom of the drill bit is equipped with circle
Cambered surface.
Through the above technical solutions, drill bit is hard metal, while arc surface facilitates soil to disperse around along arc surface
It opens, pounds to further facilitate pile body into soil layer.
The utility model is further arranged to: the incline line of the pile body and the angle of vertical plane are at 5-30 °.
Through the above technical solutions, when cone angle is excessive, so that the length of wedge pile is short, to be connected to depth in soil layer
Shallowly, so that pile body can not bear the load of weight.When cone angle is too small, so that pile body, in load-bearing, force direction is around
The ability of diffusion is weak, so that wedge pile has depression of bearing force.
In conclusion the utility model has the following beneficial effects:
1, the setting of taper sheath improves the intensity of rib, to protect rib will not fragmentation due to a variety of causes；
2, the setting of steel reinforcement cage greatly improves the anti-shearing ability of the tension resistance of pile body.
Detailed description of the invention
Fig. 1 is the whole structural schematic diagram of the present embodiment.
Fig. 2 is the steel reinforcement cage of the present embodiment and the structural schematic diagram of taper sheath.
Fig. 3 is the structural schematic diagram of the taper sheath of the present embodiment.
Fig. 4 is enlarged drawing at A in Fig. 3.
Fig. 5 is the structural schematic diagram of the steel reinforcement cage of the present embodiment
Appended drawing reference: 1, pile body；11, steel plate；12, drill bit；2, rib；3, steel reinforcement cage；31, reinforcing bar；32, steel ring；33, reinforce
Circle；34, reinforcing rod；35, screw rod；36, thread bush；4, taper sheath；41, annulus；42, snap ring；43, reinforcing rib；44, rake；
45, horizontal part；46, positioning sleeve.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment: Fig. 1, a kind of concrete wedge-shaped post with ribs, including pile body 1, several ribs 2 being evenly arranged on pile body 1 are referred to.
Pile body 1 transmits the force to soil layer under Action of Vertical Loads, and most active forces become to soil layer lateral pressure, active force
Direction is spread around, so that pile body 1 has compared with high-bearing capacity；Rib 2 can effectively prevent pile body 1 to move up.Pile body 1
Incline line and vertical plane angle between 5-30 °.When cone angle is excessive, so that 1 length of pile body is short, to be connected in soil layer
Depth as shallow, so that pile body 1 can not bear the load of weight.When cone angle is too small, so that pile body 1 is in load-bearing, force direction
The ability spread around is weak, so that the depression of bearing force of pile body 1.
Referring to figs. 2 and 3, steel reinforcement cage 3 is embedded in pile body 1, steel reinforcement cage 3 can be improved the tension resistance shearing resistance of pile body 1
The ability cut, steel reinforcement cage 3 is tapered, identical as the shape of pile body 1.Steel reinforcement cage 3 include along pile body 1 axial direction setting it is several
Reinforcing bar 31, the steel ring 32 being set in outside reinforcing bar 31, steel ring 32 are welded on reinforcing bar 31.Taper sheath 4, cone are set on steel reinforcement cage 3
Shape set 4 is connected as one by welding with steel reinforcement cage 3
With reference to Fig. 3 and Fig. 4, the position of 4 respective ribs 2 of taper sheath, and the outer surface of 31 respective ribs 2 of reinforcing bar, to protect
Rib 2 will not rupture during pounding into coating.Annulus 41 is set in the lower end of taper sheath 4, annulus 41 is welded on taper sheath 4
On, snap ring 42 is set on annulus 41, and the both ends of snap ring 42 are at symmetrical C-shaped, so that the both ends of snap ring 42 are stuck in steel ring
In 32 and in annulus 41, on being fixed by welding in steel ring 32 and in annulus 41, so that taper sheath 4 is fixed on steel reinforcement cage 3
In.
With reference to Fig. 3, several reinforcing ribs 43 of V-arrangement are set in taper sheath 4, reinforcing rib 43 includes rake 44 and level
Portion 45, rake 44 are welded in taper sheath 4, and horizontal part 45 is welded on steel reinforcement cage 3.Reinforcing rib 43, which is evenly arranged on, executes the interior of set
Side, so that taper sheath 4 will not deform.In the positioning sleeve 46 of the head of horizontal part 45 setting opening, positioning sleeve 46 is stuck in steel
On circle 32, consequently facilitating horizontal part 45 and steel ring 32 are welded.
With reference to Fig. 5, stiffening ring 33 is set in the inside of reinforcing bar 31, stiffening ring 33 is along the direction setting perpendicular to reinforcing bar 31.
Stiffening ring 33 is used to support reinforcing bar 31, so that pile body 1 is in the extruding force by horizontal direction, stiffening ring 33 be can be improved at this time
The ability of the anti-horizontal pressure force of pile body 1.
With reference to Fig. 5, criss-cross reinforcing rod 34, the preferred cross of the present embodiment are radially equipped on stiffening ring 33
Shape, reinforcing rod 34 is along the direction setting perpendicular to reinforcing bar 31, so as to further increase the ability of the anti-horizontal pressure force of pile body 1.
Reinforcing rod 34 includes criss-cross thread bush 36, four screw rods 35 being threaded in thread bush 36 respectively, and screw rod 35
One end far from thread bush 36 is welded on stiffening ring 33.Screw rod 35 is threaded in thread bush 36, is added so as to finely tune
The length of strong bar 34, further facilitates and is welded on stiffening ring 33.
With reference to Fig. 1, steel plate 11 is set in the upper end of pile body 1, steel plate 11 is welded on steel reinforcement cage 3.Steel plate 11 can be protected
Pile body 1, while pile body 1 being facilitated to connect with other components.Drill bit 12 is set in the lower end of pile body 1, is set in the bottom of drill bit 12
Set arc surface.Drill bit 12 is hard metal, while arc surface facilitates soil to scatter around along arc surface, thus further side
Just pile body 1 is pounded into soil layer.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of concrete wedge-shaped post with ribs, including pile body (1), the rib (2) being evenly arranged on pile body (1), which is characterized in that described
From top to bottom at scaled down, the pile body (1) is interior to be equipped with steel reinforcement cage (3) in the section of pile body (1), steel reinforcement cage (3) packet
Circumferential edge is included to be parallel to the uniformly distributed reinforcing bar (31) of the pile body (1) incline line, be looped around reinforcing bar (31) superolateral steel ring (32),
The steel ring (32) of the position of the corresponding rib (2) is equipped with taper sheath (4), and the taper sheath (4) is located at the rib (2)
Surface is surveyed, the lower end of the taper sheath (4) is equipped with the snap ring (42) of several C-shapes, and the snap ring (42) is connected to the steel ring
(32) on.
2. a kind of concrete wedge-shaped post with ribs according to claim 1, which is characterized in that the inside of the taper sheath (4)
It is evenly distributed the reinforcing rib (43) of several V-arrangements, the reinforcing rib (43) includes the rake being fixed on the taper sheath (4)
(44), the horizontal part (45) being connected on the steel ring (32).
3. a kind of concrete wedge-shaped post with ribs according to claim 2, which is characterized in that the head of the horizontal part (45)
Link has the positioning sleeve (46) of opening.
4. a kind of concrete wedge-shaped post with ribs according to claim 1, which is characterized in that set on the inside of the reinforcing bar (31)
There are several stiffening rings (33).
5. a kind of concrete wedge-shaped post with ribs according to claim 4, which is characterized in that along diameter on the stiffening ring (33)
Criss-cross reinforcing rod (34) are equipped with to direction, the reinforcing rod (34) includes criss-cross thread bush (36), screw thread connects respectively
Four screw rods (35) in the thread bush (36) are connect, the screw rod (35) is welded on far from the one end of the thread bush (36)
On the stiffening ring (33).
6. a kind of concrete wedge-shaped post with ribs according to claim 1, which is characterized in that the top of the pile body (1) is set
Have steel plate (11), the steel plate (11) is welded on the top of the steel reinforcement cage (3).
7. a kind of concrete wedge-shaped post with ribs according to claim 6, which is characterized in that the lower end of the pile body (1) is set
Have drill bit (12), the bottom of the drill bit (12) is equipped with arc surface.
8. a kind of concrete wedge-shaped post with ribs according to claim 7, which is characterized in that the incline line of the pile body (1)
Angle with vertical plane is at 5-30 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822170638.6U CN209603125U (en) | 2018-12-21 | 2018-12-21 | A kind of concrete wedge-shaped post with ribs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822170638.6U CN209603125U (en) | 2018-12-21 | 2018-12-21 | A kind of concrete wedge-shaped post with ribs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209603125U true CN209603125U (en) | 2019-11-08 |
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ID=68397003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822170638.6U Active CN209603125U (en) | 2018-12-21 | 2018-12-21 | A kind of concrete wedge-shaped post with ribs |
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| CN (1) | CN209603125U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115870313A (en) * | 2023-01-09 | 2023-03-31 | 泸州历程机械有限公司 | Building pile foundation reinforcement cage recycling method |
-
2018
- 2018-12-21 CN CN201822170638.6U patent/CN209603125U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115870313A (en) * | 2023-01-09 | 2023-03-31 | 泸州历程机械有限公司 | Building pile foundation reinforcement cage recycling method |
| CN115870313B (en) * | 2023-01-09 | 2023-09-26 | 湖南志成建设工程有限公司 | Recycling method of building pile foundation reinforcement cage |
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