CN207891866U - A kind of pipe pile cap structure - Google Patents
A kind of pipe pile cap structure Download PDFInfo
- Publication number
- CN207891866U CN207891866U CN201820089667.7U CN201820089667U CN207891866U CN 207891866 U CN207891866 U CN 207891866U CN 201820089667 U CN201820089667 U CN 201820089667U CN 207891866 U CN207891866 U CN 207891866U
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- CN
- China
- Prior art keywords
- pile
- fixed link
- hasp
- steel reinforcement
- reinforcement cage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of pipe pile cap structures, belong to ground foundation engineering equipment, it is desirable to provide a kind of pipe pile cap structure that can be stably fixed in ground, its key points of the technical solution are that：Pile cover is mounted on pile pile, fixed link and connecting rod are hinged on pile cover, anchor ear is hinged on the other end of connecting rod and is set in fixed link, then the hasp of the fixed link other end is entrenched in hasp slot, also flute profile convex block is entrenched in type recess simultaneously, fixed link and rectangular steel reinforcement cage are connected by positioning screw, complete the connection of fixed link and rectangular steel reinforcement cage.By hinged connecting rod and fixed link, rectangular steel reinforcement cage and pile cover can be allowed to relatively move, be moved to the position of suitable installation other equipment, meanwhile, anchor ear is slided by sliding slot and sliding block in fixed link, fixes connecting rod and fixed link finally by tightening anchor ear.The utility model is suitable for ground foundation engineering equipment.
Description
Technical field
The utility model is related to pre-stressed concrete pipe pile foundation construction, more particularly to a kind of pipe pile cap structure.
Background technology
Pile cover is also known as pile top, generally in engineering construction of prefabricated piles, is welded on pile crown position, band pile body into underground layer, with
Exempt to cause pile crown destruction and pile body inclining, and can preferably enter supporting course.Pile cover generally uses cast-in-situ steel reinforced concrete, pile cover
Top surface size by the width of precast beam, the shelving length of beam and the determination of prefabricated installation tolerance.
Notification number is that the Chinese patent of CN204282345U discloses a kind of pile pile pile cover construction, it includes pile cover and pipe
Stake, the pile cover are arranged the periphery on pile pile top, rectangular steel reinforcement cage, the rectangular reinforcing bar are equipped in the pile cover
The length of side of cage is twice of pile pile diameter.
Although this pile pile pile cover construction setting Contraband shape steel reinforcement cage, to reach bearing capacity of improving the standard, in stress
In the case of unevenness, Contraband shape steel reinforcement cage is susceptible to crooked or deformation, it would be highly desirable to solve.
Utility model content
The purpose of this utility model is to provide a kind of pipe pile cap structure, has the rectangular steel reinforcement cage being stably connected with pipe cap
Effect.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of pipe pile cap structure, including pile pile and pile cover, the pile cover is arranged at the stake mouth of pile pile, on the pile cover
Side is covered with rectangular steel reinforcement cage, is provided with fixed link between the rectangular steel reinforcement cage and pile cover, and the fixed link is towards rectangular reinforcing bar
Cage one end is provided with snap device；
The snap device includes hasp and positioning screw, and the hasp is cut with scissors with fixed link towards rectangular steel reinforcement cage one end
It connects, hasp slot compatible with hasp is provided on the rectangular steel reinforcement cage, the positioning screw will be consolidated at hasp and hasp slot
The threaded connection of fixed pole.
By using above-mentioned technical proposal, pile pile is buried on construction ground, pile cover is welded on pile pile, it then will be square
Shape steel reinforcement cage is placed on above pile pile, and fixed link is welded on pile cover, the hasp of fixing pipe one end is fastened on rectangular reinforcing bar
In hasp slot on cage, rectangular steel reinforcement cage and pile cover are linked together, while rotational positioning screw rod, positioning screw is passed through and is taken
Hasp is fixedly connected by button and fixed link, positioning screw with fixed link.Reduce rectangular steel reinforcement cage because pressure occur displacement or
Deformation.
Further, the snap device further includes flute profile convex block and type recess compatible with flute profile convex block, described
In hasp towards hasp slot one side, the type recess is arranged in hasp slot the setting of flute profile convex block.
By using above-mentioned technical proposal, in order to which further rectangular steel reinforcement cage is fixed on pile cover, flute profile convex block is put
It sets in the type recess in ability hasp slot, passes through the fastening of flute profile convex block and type recess not easy glide.
Further, connection component is provided between the pile cover and fixed link, the connection component includes anchor ear and company
Extension bar, the fixed link and pile cover are hinged, and the connecting rod is hinged with pile cover, and the connecting rod is hinged on far from pile cover one end and embraces
Hoop outside, the anchor ear are set in fixed link.
By using above-mentioned technical proposal, by hinged connecting rod and fixed link, rectangular steel reinforcement cage and pile cover can be allowed
Relative displacement, the case where reducing the limitation because of place and can not install；After having adjusted the position of fixed link, embraced by tightening
Hoop, anchor ear is fastened in fixed link, fixed link and connecting rod are relatively fixed, and the position of pile cover and rectangular steel reinforcement cage is relatively solid
It is fixed.
Further, side protrusion has sliding block, the fixed link to have fitting to slide in length direction recess to the anchor ear inwardly
The sliding slot of block sliding.
By using above-mentioned technical proposal, in sliding, the sliding slot on sliding block and fixed link on anchor ear, which can be fixed, to be embraced
The glide direction of hoop reduces the case where sliding offset causes anchor ear to be blocked with fixed link.
Further, the sliding block is inwards provided with ball, the ball fitting sliding slot sliding.
By using above-mentioned technical proposal, pass through ball so that sliding of the anchor ear in fixed link is more smoothly, further
Reduce interim card when sliding.
Further, side is provided with rubber spacer to the anchor ear inwardly.
By using above-mentioned technical proposal, when anchor ear is tightened, by rubber spacer can increase anchor ear and fixed link it
Between frictional force, allow anchor ear to be preferably fixed in fixed link, while the elasticity that can also pass through rubber reduces anchor ear and fixed link
Between interaction force, reduce anchor ear and collect and damage caused by tension.
Further, it is provided with rubber ring between the pile pile and pile cover.
By using above-mentioned technical proposal, the rubber ring between pile pile and pile cover can increase rubbing between pile pile and pile cover
Power is wiped, pile cover is allowed preferably to be fixed on pile pile, the interaction between pile pile and pile cover is reduced also by the elasticity of rubber
Power reduces the possibility that pile pile is damaged during installing pile cover.
Further, the rectangular steel reinforcement cage is coated with erosion resistant coating.
By using above-mentioned technical proposal, after placing rectangular steel reinforcement cage, during use, has rain erosion etc. and ask
It inscribes, rectangular steel reinforcement cage strength reduction after erosion, being easy deformation even breakage, erosion resistant coating under the pressure of native stone above can have
Effect protects rectangular steel reinforcement cage, reduces the erosion of rainwater square shaped steel reinforcement cage.
In conclusion the utility model has the advantages that：
1. hasp and hasp slot are used, it being capable of fixed link and the fixed effect of rectangular steel reinforcement cage to generate；
2. snap device is used, to generate the effect that fixed link can be further fixed on to rectangular steel reinforcement cage；
3. use connection component, it can allow rectangular steel reinforcement cage and pile cover that can relatively move and fixed to generate
Effect.
Description of the drawings
Fig. 1 is in the present embodiment for embodying whole structural schematic diagram；
Fig. 2 is the structural schematic diagram for embodying fixed link and connecting rod in the present embodiment；
Fig. 3 is the enlarged drawing at A in Fig. 2；
Fig. 4 is in the present embodiment for embodying the structural schematic diagram on the inside of anchor ear；
Fig. 5 is the structural schematic diagram at B in Fig. 4.
In figure, 1, pile pile；2, pile cover；21, rubber ring；3, rectangular steel reinforcement cage；4, fixed link；41, sliding slot；5, fastening machine
Structure；51, hasp；52, hasp slot；53, flute profile convex block；54, type recess；55, positioning screw；6, connection component；61, anchor ear；
611, sliding block；6111, ball；612, rubber spacer；62, connecting rod；7, erosion resistant coating.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Wherein identical parts are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and
"outside" refers respectively to the direction towards or away from geometric center of specific component.
A kind of pipe pile cap structure, as shown in Figure 1, including pile pile 1 and pile cover 2, pile cover 2 is mounted on pile pile 1, pile cover 2
Upper surface is connected with fixed link 4, and the one end of fixed link 4 far from pile cover 2 is connected with rectangular steel reinforcement cage 3, and rectangular steel reinforcement cage 3 covers on pipe
2 top of stake 1 and pile cover.In the present embodiment, rubber ring 21 is provided between pile pile 1 and pile cover 2, rubber ring 21 can increase pipe
Frictional force between stake 1 and pile cover 2, allows pile cover 2 to be preferably fixed on pile pile 1.
As shown in figure 3, the junction of fixed link 4 and rectangular steel reinforcement cage 3 is provided with snap device 5, snap device 5 includes taking
Button 51 and positioning screw 55, hasp 51 are arranged in fixed link 4 close to 3 one end of rectangular steel reinforcement cage, rectangular steel reinforcement cage 3 and 51 phase of hasp
Hasp slot 52 compatible with hasp 51 is provided with to place, positioning screw 55 is threaded through at hasp 51 and hasp slot 52 and and takes
Button 51 is threadedly coupled with the rectangular steel reinforcement cage 3 for opening up hasp slot 52, first passes through the hasp that hasp 51 is fastened on rectangular steel reinforcement cage 3
In slot 52, rectangular steel reinforcement cage 3 and pile cover 2 are linked together, fixed link 4 and rectangular steel reinforcement cage are being fixed by positioning screw 55
3.Snap device 5 further includes the flute profile convex block 53 of the side protrusion inwardly of hasp 51 simultaneously, is offered in hasp slot 52 convex with flute profile
53 compatible type recess 54 of block, when being entrenched in hasp slot 52 by hasp 51, makes flute profile convex block 53 also be entrenched in flute profile
In groove 54, the fastening of flute profile convex block 53 and type recess 54 is not likely to produce the sliding between fixed link 4 and rectangular steel reinforcement cage 3.
It is coated with erosion resistant coating 7 on steel reinforcement cage 3, reduces the erosion of rainwater square shaped steel reinforcement cage 3.
As shown in figure 3, rectangular steel reinforcement cage 3 and pile cover 2 will appear relative displacement, so in 2 He of pile cover often when placing
Connection component 6 is provided between fixed link 4, connection component 6 includes connecting rod 62 and anchor ear 61, fixed link 4 and pile cover 2（Referring to
Fig. 2）Hinged, 62 one end of connecting rod is also hinged with pile cover 2, and the other end of connecting rod 62 is hinged with anchor ear 61, and anchor ear 61 is set in
In fixed link 4, by hinged connecting rod 62 and fixed link 4, rectangular steel reinforcement cage 3 and pile cover 2 can be allowed（Referring to Fig. 2）Opposite position
It moves, behind the position for adjust fixed link 4, by tightening anchor ear 61, anchor ear 61 is fastened in fixed link 4, allows 4 He of fixed link
Connecting rod 62 is relatively fixed, and then the position of pile cover 2 and rectangular steel reinforcement cage 3 is relatively fixed.Anchor ear 61 is inwardly protruding sliding block
611, the sliding slot 41 slide for sliding block 611 is set in fixed link 4, by the cooperation of sliding block and sliding slot, can reduce anchor ear 61 and
The situation for causing rectangular steel reinforcement cage 3 crooked is rotated between fixed link 4.
As shown in figure 5, side roll is connected with ball 6111 to sliding block 611 inwardly,.Ball 6111 can be by sliding block 611 and cunning
Slot 41（Referring to Fig. 3）Between the sliding friction of part become rolling friction, reduce frictional force, allow sliding block 611 in sliding slot 41
Movement is more smooth.Be additionally provided with rubber spacer 612 in the inside of anchor ear 61, by rubber spacer 612 can increase anchor ear 61 with
Frictional force between fixed link 4 can preferably be fixed in fixed link 4 when anchor ear 61 being allowed to tighten, while can also pass through rubber
Elasticity reduce the interaction force between anchor ear 61 and fixed link 4, reduce anchor ear 61 and collect tension to damage caused by fixed link 4
It is bad.
Specific implementation process：Pile cover 2 is mounted on pile pile 1, fixed link 4 and connecting rod 62 are hinged on pile cover 2, is embraced
The side of hoop 61 is hinged on the other end of connecting rod 62 and is set in fixed link 4, and the sliding block 611 on anchor ear 61 enters sliding slot
41；Then the hasp 51 in fixed link 4 is entrenched in hasp slot 52, while flute profile convex block 53 is also entrenched in type recess 54
In, fixed link 4 and rectangular steel reinforcement cage 3 are connected by positioning screw 55, complete the company of fixed link 4 and rectangular steel reinforcement cage 3
It connects.By hinged connecting rod 62 and fixed link 4, rectangular steel reinforcement cage 3 and pile cover 2 can be allowed to relatively move, be moved to suitable peace
The position of other equipment is filled, meanwhile, anchor ear 61 is slided by sliding slot 41 and sliding block 611 in fixed link 4, is embraced finally by tightening
Hoop 61 fixes connecting rod 62 and fixed link 4.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of pipe pile cap structure, including pile pile (1) and pile cover (2), the pile cover (2) is arranged at the stake mouth of pile pile (1),
It is characterized in that：It is covered with rectangular steel reinforcement cage (3) above the pile cover (2), is arranged between the rectangular steel reinforcement cage (3) and pile cover (2)
There are fixed link (4), the fixed link (4) that rectangular steel reinforcement cage (3) one end is provided with snap device (5)；
The snap device (5) includes hasp (51) and positioning screw (55), and the hasp (51) and fixed link (4) are towards rectangular
Steel reinforcement cage (3) one end is hinged, be provided on the rectangular steel reinforcement cage (3) with the compatible hasp slot (52) of hasp (51), it is described
Positioning screw (55) is by the threaded connection of fixed link (4) at hasp (51) and hasp slot (52).
2. a kind of pipe pile cap structure according to claim 1, it is characterized in that：The snap device (5) further includes flute profile
Convex block (53) and the compatible type recess (54) with flute profile convex block (53), the flute profile convex block (53) are arranged in hasp (51) court
To hasp slot (52) one side, type recess (54) setting is in hasp slot (52).
3. a kind of pipe pile cap structure according to claim 2, it is characterized in that：Between the pile cover (2) and fixed link (4)
It is provided with connection component (6), the connection component (6) includes anchor ear (61) and connecting rod (62), the fixed link (4) and pile cover
(2) hinged, the connecting rod (62) is hinged with pile cover (2), and the connecting rod (62) is hinged on anchor ear far from pile cover (2) one end
(61) outside, the anchor ear (61) are set in fixed link (4).
4. a kind of pipe pile cap structure according to claim 3, it is characterized in that：Side protrusion has the anchor ear (61) inwardly
Sliding block (611), the fixed link (4) have the sliding slot (41) that fitting sliding block (611) slides in length direction recess.
5. a kind of pipe pile cap structure according to claim 4, it is characterized in that：The sliding block (611) is inwards provided with
Ball (6111), ball (6111) the fitting sliding slot (41) slide.
6. a kind of pipe pile cap structure according to claim 5, it is characterized in that：The anchor ear (61) is provided with side inwardly
Rubber spacer (612).
7. a kind of pipe pile cap structure according to claim 1, it is characterized in that：It is set between the pile pile (1) and pile cover (2)
It is equipped with rubber ring (21).
8. a kind of pipe pile cap structure according to claim 1, it is characterized in that：The rectangular steel reinforcement cage (3) is coated with anti-corrosion
Layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820089667.7U CN207891866U (en) | 2018-01-18 | 2018-01-18 | A kind of pipe pile cap structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820089667.7U CN207891866U (en) | 2018-01-18 | 2018-01-18 | A kind of pipe pile cap structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891866U true CN207891866U (en) | 2018-09-21 |
Family
ID=63545140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820089667.7U Expired - Fee Related CN207891866U (en) | 2018-01-18 | 2018-01-18 | A kind of pipe pile cap structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207891866U (en) |
-
2018
- 2018-01-18 CN CN201820089667.7U patent/CN207891866U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 Termination date: 20190118 |