CN106320324B - Structure improved pile protection hoop - Google Patents
Structure improved pile protection hoop Download PDFInfo
- Publication number
- CN106320324B CN106320324B CN201610834807.4A CN201610834807A CN106320324B CN 106320324 B CN106320324 B CN 106320324B CN 201610834807 A CN201610834807 A CN 201610834807A CN 106320324 B CN106320324 B CN 106320324B
- Authority
- CN
- China
- Prior art keywords
- face
- wing
- pile
- cuff
- ontology
- 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.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/16—Auxiliary devices rigidly or detachably arranged on sheet piles for facilitating assembly
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to a kind of structure improved pile protection hoops, cuff ontology (1) annular in shape including steel, it is characterized by: being fixed with embedding pipe fittings (2) in the cuff ontology (1), the hole (3) revealed for the opening of embedding pipe fittings (2) is provided on the end face of cuff ontology (1).Multiple perforation plugged for rod iron can be formed on the pile body at pile protection hoop position using the concrete-pile of the pile protection hoop, it can facilitate and plug more rod irons on the end face of pile body, so as to obtain convenient, firm bottom plate or roof junction on pile body, with firm, the convenient and fast bottom plate or roof for connecting, building piping lane.It after the completion of pouring, is also linked together by exposed rod iron between diaphragm wall and bottom plate or roof, connectivity is more firm between wall and the bottom plate or roof of piping lane；Foundation pit enclosure when can be used as piping lane construction using the manufactured diaphragm wall of this is used, and the wall for the piping lane that also serves as uses, without additionally building the wall of piping lane two sides.
Description
Technical field
The invention belongs to the technical fields of the pile foundation engineering of all kinds of architectural structure systems, more particularly to one kind is for mixing
Structure improved pile protection hoop in solidifying soil stake.
Background technique
All kinds of building structure are generally directed to pile foundation engineering, apply to pile foundation comparison between projects on existing market
More products has solid pile, prestressed centrifugally concrete tubular pile, can be divided into pipe according to the difference of the pile body cross section of concrete-pile
Stake, rectangular pile, the stake of T shape, H-type stake etc..
Especially rectangular pile and H-type stake its in the end of pile body, pile protection hoop can be set, a kind of pile protection hoop actually corresponding phase
The shape for the stake cross section answered and around pile body periphery steel sheet component annular in shape.Corresponding its pile protection hoop shape of rectangular pile is also in square
Shape is cyclic annular, and the cross section of pile protection hoop also corresponds to rectangle；Correspond to its pile protection hoop shape of H-type stake also H-shaped ring-type, pile protection hoop
Cross section also correspond to H-shaped.Existing its outer peripheral surface of pile protection hoop is the plane of one piece of not no aperture.What this stake was spliced to form
Diaphragm wall inconvenience establishes tie point on pile body and wall directly to build roof or bottom plate, therefore is spliced to form using this stake
Diaphragm wall be only suitable for using as foundation pit enclosure, be not suitable for directly as city integrated piping lane wall use.
Summary of the invention
The technical problem to be solved by the present invention is to provide a kind of structure improved stake for above-mentioned state of the art
Cuff, to be arranged on the pile body using the pile protection hoop to provide possibility with the connection structure of the firm connection of other components.
The technical scheme of the invention to solve the technical problem is: a kind of structure improved pile protection hoop, including steel
The cuff ontology annular in shape of system, it is characterised in that: embedding pipe fittings are fixed in the cuff ontology, on the end face of cuff ontology
It is provided with the hole revealed for the opening of embedding pipe fittings.
As an improvement, the open end of above-mentioned embedding pipe fittings plugs and is fixed in described hole.The open end of embedding pipe fittings
It is plugged in hole, conducive to the positioning to embedding pipe fittings.
Preferably, the cross section of above-mentioned cuff ontology is two edges of a wing being arranged by time interval and connects former and later two
The H-shaped that the web on the edge of a wing is constituted, two edges of a wing and web form in the two sides of cuff ontology and extend along cuff body height direction
Concave part；The more embedding pipe fittings are fixed in the edge of a wing of front, before the edge of a wing outer end face of front constitutes cuff ontology
End face, the edge of a wing inner face of front constitute the front side wall of concave part, and the front end face of cuff ontology and the front side wall of concave part are opened
There is described hole.The cross section of this cuff ontology matches for the pile protection hoop of H-type is suitable for H-type concrete-pile, and H-type concrete
Stake is because it with optimal cross section makes it have the mechanical properties such as optimal lateral bending resistance, shearing resistance, and therefore, this H-type is horizontal
The application of the pile protection hoop in section not only ensures the quality and safety of architectural engineering, but also increases and be attached with other components
Tie point.
It is further improved, is fixed with the more embedding pipe fittings in the edge of a wing at above-mentioned rear portion, the edge of a wing of front and rear portion
Embedding pipe fittings in the edge of a wing correspond, and the edge of a wing outer end face at rear portion constitutes the rear end face of cuff ontology, the edge of a wing inner end at rear portion
Face constitutes the rear wall of concave part, is provided with described hole on the rear end face of cuff ontology and the rear wall of concave part.It is sharp in this way
It is located at after the first built-in pipe for passing through the front edge of a wing by concave part insertion in rod iron pre- in the subsequent rear portion edge of a wing of groove
In pipe laying, keep rod iron more firm in conjunction with the H-type concrete-pile using the pile protection hoop.
Alternatively, the cross section of above-mentioned cuff ontology is in rectangle, on the front/rear end of the cuff ontology of rectangle
It is provided with described hole.
Compared with the prior art, the advantages of the present invention are as follows: because being fixed with more embedding pipe fittings, cuff sheet in cuff ontology
The hole revealed for the opening of embedding pipe fittings is provided on the end face of body, it in this way can be in stake using the concrete-pile of the pile protection hoop
Multiple perforation plugged for rod iron are formed on pile body at cuff position, can be facilitated and be plugged more rod irons on the end face of pile body,
So as to obtain convenient, firm junction on pile body, with it is firm, easily using the pile protection hoop concrete-pile institute structure
The bottom plate or roof of piping lane are connected, built on the continuous wall built；Exposed rod iron is convenient for building piping lane between concrete-pile
Framework of steel reinforcement structure inside bottom plate or roof, to construct the bottom plate or roof of piping lane；Simultaneously pour after the completion of, diaphragm wall with
It is also linked together by exposed rod iron between bottom plate or roof, connectivity is more firm between wall and the bottom plate or roof of piping lane
It leans on；Foundation pit enclosure when can be used as piping lane construction using the manufactured diaphragm wall of this is used, the wall for the piping lane that also serves as
It uses, without additionally building the wall of piping lane two sides.Therefore, the present invention is especially suitable for the concrete of building city piping lane side wall
Stake；Embedding pipe fittings can also play the role of for pile protection hoop being fixed on pile body, to reduce for pile protection hoop to be fixed on
Anchor rib on pile body.
Detailed description of the invention
Fig. 1 is the schematic diagram of front three-dimensional structure of first embodiment of the invention；
Fig. 2 is the back side dimensional structure diagram of first embodiment of the invention；
Fig. 3 is the stereogram exploded view of first embodiment of the invention；
Fig. 4 is use state of the first embodiment of the invention in H-type stake with reference to figure；
Fig. 5 is the schematic diagram of front three-dimensional structure of second embodiment of the invention；
Fig. 6 is the stereogram exploded view of second embodiment of the invention；
Fig. 7 is use state of the second embodiment of the invention on rectangular pile with reference to figure.
Specific embodiment
The present invention will be described in further detail below with reference to the embodiments of the drawings.
It as shown in Figures 1 to 3, is one embodiment of the invention.
A kind of structure improved pile protection hoop, the cuff ontology 1 annular in shape including steel are fixed in cuff ontology 1 more
Root embedding pipe fittings 2 are provided with the hole 3 revealed for the opening of embedding pipe fittings 2 on the end face of cuff ontology 1.Embedding pipe fittings 2
Open end plugs and is fixed in hole 3.Embedding pipe fittings 2 can be a kind of steel pipe fittings with threaded hole, in order to as even
The rod iron of fitting is fixed on pile protection hoop and pile body by the internal screw thread in pre-buried pipe thread hole or embedding pipe fittings 2 can also be with
It is the steel pipe fittings of unthreaded hole, is welded and fixed as being used after the rod iron insertion embedding pipe fittings of connector.Embedding pipe fittings 2 can also rise
It is fixed on the effect on pile body to by pile protection hoop, to reduce the anchor rib for being fixed on pile protection hoop on pile body.
In the present embodiment, the cross section of cuff ontology 1 is two edges of a wing 11 being arranged by time interval and connection front and back two
The H-shaped that the web 12 on a edge of a wing 11 is constituted, two edges of a wing 11 and web 12 are formed in the two sides of cuff ontology 1 along cuff ontology 1
The concave part 13 that short transverse extends；The more embedding pipe fittings 2,11 outer end of the edge of a wing of front are fixed in the edge of a wing 11 of front
Face 111 constitutes the front end face of cuff ontology 1, and 11 inner face 112 of the edge of a wing of front constitutes the front side wall of concave part 13, cuff ontology
1 front end face and the front side wall of concave part 13 are provided with described hole 3.More embedding pipe fittings 2 are fixed in the edge of a wing 11 at rear portion,
Embedding pipe fittings 2 in the edge of a wing 11 of front and the edge of a wing 11 at rear portion correspond, and the 11 edge outer end face 113 of the wing at rear portion constitutes cuff
The rear end face of ontology 1,11 inner face 114 of the edge of a wing at rear portion constitute the rear wall of concave part 13, the rear end face of cuff ontology and recessed
Described hole 2 is provided on the rear wall of groove portion 13.
As shown in figure 4, pile protection hoop is set to the suitable position in top and middle part of H-type stake, certainly, according to requirement of engineering,
Pile protection hoop can be set in other suitable positions.Because being fixed with more embedding pipe fittings 2, the end of cuff ontology 1 in cuff ontology 1
The hole 3 revealed for the opening of embedding pipe fittings 2 is provided on face, it in this way can be in stake using the H-type concrete-pile of the pile protection hoop
Multiple perforation plugged for rod iron 5 are formed on pile body 4 at cuff position, can be facilitated and be plugged more steel on the end face of pile body 4
Stick 5, so as to obtain convenient, firm bottom plate or roof junction on pile body 4, with it is firm, easily use the pile protection
The bottom plate or roof of piping lane are connected, built on continuous wall constructed by the concrete-pile of hoop；Exposed rod iron 5 is convenient in coagulation
The framework of steel reinforcement structure inside piping lane bottom plate or roof is built between native stake, to construct the bottom plate or roof of piping lane；It pours simultaneously
After the completion of building, also linked together by exposed rod iron 5 between diaphragm wall and bottom plate or roof, the bottom plate or top of wall and piping lane
Connectivity is more firm between wall；Foundation pit enclosure when can be used as piping lane construction using the manufactured diaphragm wall of this is used, together
When also serve as piping lane wall use, without additionally building the wall of piping lane two sides.
It is second embodiment of the invention as shown in Fig. 5~6.
The difference of the present embodiment and one embodiment is: the cross section of cuff ontology 1 is in rectangle, the cuff of rectangle
Hole 2 is provided on the front end face 14 and rear end face 15 of ontology 1.
As shown in fig. 6, pile protection hoop is set to the suitable position in top and middle part of rectangular pile, certainly, according to requirement of engineering,
Pile protection hoop can be set in other suitable positions.Because being fixed with more embedding pipe fittings 2, the end of cuff ontology 1 in cuff ontology 1
The hole 3 revealed for the opening of embedding pipe fittings 2 is provided on face, it in this way can be in pile protection hoop using the concrete-pile of the pile protection hoop
Multiple perforation plugged for rod iron 5 are formed on pile body 4 at position, can be facilitated and be plugged more rod irons 5 on the end face of pile body 4,
So as to obtain convenient, firm bottom plate or roof junction on pile body 4, with it is firm, easily using the pile protection hoop
The bottom plate or roof of piping lane are connected, built on continuous wall constructed by concrete-pile；Exposed rod iron 5 is convenient in concrete-pile
Between build framework of steel reinforcement structure inside piping lane bottom plate or roof, to construct the bottom plate or roof of piping lane；It has poured simultaneously
Cheng Hou is also linked together by exposed rod iron 5 between diaphragm wall and bottom plate or roof, the bottom plate or roof of wall and piping lane it
Between connectivity it is more firm；Foundation pit enclosure when can be used as piping lane construction using the manufactured diaphragm wall of this is used, while simultaneous
The wall for doing piping lane uses, without additionally building the wall of piping lane two sides.
Although the preferred embodiment of the present invention has been described in detail above, it is to be clearly understood that for this field
Technical staff for, the invention may be variously modified and varied.Done within the spirit and principles of the present invention
What modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (4)
1. a kind of structure improved pile protection hoop, the cuff ontology (1) annular in shape including steel, it is characterised in that: the cuff
It is fixed with embedding pipe fittings (2) in ontology (1), the opening being provided on the end face of cuff ontology (1) for embedding pipe fittings (2) reveals
Hole (3)；The open end of the embedding pipe fittings (2) plugs and is fixed in described hole (3).
2. pile protection hoop according to claim 1, it is characterised in that: the cross section of the cuff ontology (1) is by between front and back
Every setting two edges of a wing (11) and connect former and later two edges of a wing (11) web (12) constitute H-shaped, two edges of a wing (11) and
Web (12) forms the concave part (13) extended along cuff ontology (1) short transverse in the two sides of cuff ontology (1)；The wing of front
The more embedding pipe fittings (2) are fixed in edge (11), the edge of a wing (11) outer end face (111) of front constitutes cuff ontology (1)
Front end face, the edge of a wing (11) inner face (112) of front constitute the front side wall of concave part (13), the front end face of cuff ontology (1) and
The front side wall of concave part (13) is provided with described hole (3).
3. pile protection hoop according to claim 2, it is characterised in that: be fixed in the edge of a wing (11) at rear portion more it is described pre-buried
Pipe fitting (2), the embedding pipe fittings (2) in the edge of a wing (11) of front and the edge of a wing (11) at rear portion correspond, the edge of a wing (11) at rear portion
Outer end face (113) constitutes the rear end face of cuff ontology (1), and the edge of a wing (11) inner face (114) at rear portion constitutes concave part (13)
Rear wall is provided with described hole (3) on the rear wall of the rear end face and concave part (13) of cuff ontology.
4. pile protection hoop according to claim 1, it is characterised in that: the cross section of the cuff ontology (1) is in rectangle, rectangle
Cuff ontology (1) front end face (14) and rear end face (15) on be provided with described hole (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610834807.4A CN106320324B (en) | 2016-09-20 | 2016-09-20 | Structure improved pile protection hoop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610834807.4A CN106320324B (en) | 2016-09-20 | 2016-09-20 | Structure improved pile protection hoop |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106320324A CN106320324A (en) | 2017-01-11 |
| CN106320324B true CN106320324B (en) | 2019-05-24 |
Family
ID=57787508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610834807.4A Active CN106320324B (en) | 2016-09-20 | 2016-09-20 | Structure improved pile protection hoop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320324B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202730755U (en) * | 2012-09-14 | 2013-02-13 | 谢建富 | H-shaped support pile |
| CN105569190A (en) * | 2015-12-24 | 2016-05-11 | 深圳市建筑设计研究总院有限公司 | Connecting node of concrete filled steel tubular column and reinforced concrete beam and construction method of connecting node |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3014267B2 (en) * | 1994-03-11 | 2000-02-28 | 株式会社大林組 | Steel pipe sheet pile wall construction method and steel pipe sheet pile |
| CN101851917B (en) * | 2010-06-12 | 2012-07-18 | 江苏建华管桩有限公司 | Connection structure used for pull-out resistant pile foundation and connecting method thereof |
| CN103790156A (en) * | 2012-10-26 | 2014-05-14 | 上海中技桩业股份有限公司 | Square buckle plate mechanical pile splicing method for precast square piles |
| CN203284773U (en) * | 2013-03-29 | 2013-11-13 | 中国电力科学研究院 | Pipe pile connecting structure and pipe pile foundation |
| CN203530957U (en) * | 2013-11-02 | 2014-04-09 | 张武 | Hoop type end plate special for pre-tensioned prestressed high-strength concrete wave-shaped sheet pile |
| CN206110115U (en) * | 2016-09-20 | 2017-04-19 | 俞晓东 | Construction improvement's pile sleeve hoop |
-
2016
- 2016-09-20 CN CN201610834807.4A patent/CN106320324B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202730755U (en) * | 2012-09-14 | 2013-02-13 | 谢建富 | H-shaped support pile |
| CN105569190A (en) * | 2015-12-24 | 2016-05-11 | 深圳市建筑设计研究总院有限公司 | Connecting node of concrete filled steel tubular column and reinforced concrete beam and construction method of connecting node |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106320324A (en) | 2017-01-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203755352U (en) | Prefabricated slab for closing basement post-pouring settlement belt | |
| CN109339230A (en) | A kind of prefabricated assembling type reinforced concrete column splicing node structure and its construction method | |
| CN201125529Y (en) | Large template corner chucking appliance for building | |
| CN208343121U (en) | Prefabricated assembled steel structure concrete wallboard mould | |
| CN206245663U (en) | Heavy terrace expansion joint connector | |
| CN106320324B (en) | Structure improved pile protection hoop | |
| CN204645725U (en) | Catchment connecting angle pieces in a kind of top | |
| CN205046844U (en) | Clear water concrete window steel form structure device that wafts | |
| CN206110115U (en) | Construction improvement's pile sleeve hoop | |
| CN209323688U (en) | Prefabricated assembling type reinforced concrete column splices node structure | |
| CN208267362U (en) | A kind of constructing device of deformation joint concrete wall formwork | |
| CN207686017U (en) | A kind of steel frame columns suspension column structure | |
| CN207469718U (en) | A kind of exterior wall scaffold drawknot device being used in turn | |
| CN205875119U (en) | Sand barrier spud pile and cylinder mould connection structure | |
| CN212103696U (en) | Template is used in construction of cast-in-place case roof beam | |
| CN109162371A (en) | A kind of fixed structure and its construction method of outer patch rubber fastening band | |
| CN213773957U (en) | Cast-in-place concrete wall structure with built-in insulation board | |
| CN209024983U (en) | A kind of field culverts and water gates of new Joining Structure | |
| CN209682557U (en) | A kind of prefabricated cylinder uprightly makes bed die | |
| CN204001214U (en) | High accuracy capital embedded board | |
| CN209723397U (en) | A kind of novel prefabricated post | |
| CN206707030U (en) | A kind of eccentric joint of cross steel concrete column and steel framed concrete beam | |
| CN209350489U (en) | A kind of wire box precast concrete block structure of transvers plate for building | |
| CN207776116U (en) | A kind of monoblock type side plate reinforcement node that girder steel is connect with wide steel core concrete column | |
| CN208267365U (en) | A kind of simple flooring drop plate hangs mold device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |