CN207405613U - A kind of module type steel sheet pile - Google Patents
A kind of module type steel sheet pile Download PDFInfo
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- CN207405613U CN207405613U CN201721367661.3U CN201721367661U CN207405613U CN 207405613 U CN207405613 U CN 207405613U CN 201721367661 U CN201721367661 U CN 201721367661U CN 207405613 U CN207405613 U CN 207405613U
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- steel plate
- main body
- sheet pile
- steel sheet
- plate
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Abstract
The utility model discloses a kind of module type steel sheet piles,Including connecting main body,Steel plate and transversely strengthening plate,The connection main body is symmetrically and fixedly mounted to the both ends of steel plate,The transversely strengthening plate is symmetrically screwed mounted on the both sides of the face of steel plate,The upper surface of the steel plate is symmetrically fixedly connected with connection rotating base,The upper end of the connection rotating base has been fixedly connected with hanged hook,The upper end of the steel plate offers screw thread spliced eye,The internal whorl of the screw thread spliced eye is fixed with stull main body,The lower end of the steel plate is fixedly connected with inserting column,It is external in the connection main body that gate link is installed,The upper surface central part of the gate link is installed with single direction thrust ball bearing,The inside of the single direction thrust ball bearing is plugged with screw bolt,Hollow connection sleeve column is installed in the middle part of the stull main body,The both ends of the hollow connection sleeve column are symmetrically installed with singletree.The flexible strong applicability of the utility model module type steel sheet pile, it is efficient.
Description
Technical field
The utility model is related to municipal pipeline reforming equipment technical fields, are specially a kind of module type steel sheet pile.
Background technology
With Chinese society economic development, city size constantly expands, and urban population, vehicle are continuously increased, energy conservation and environmental protection
It is required that raising, original urban operating mechanism far can not adapt to the demand of development, traffic jam, roadbed often occur inside city
Road surface premature failure;Rain sewage discharge is not smooth, phenomena such as emitting water, ponding everywhere, has seriously affected civil plantation, also with it is sustainable
Development is disagreed, therefore can become one important content of municipal construction in the upgrading of a period of time pipeline modification from now on, is changed to pipeline
It makes and needs excavation pit during upgrading, needed in the digging process of foundation pit using steel sheet pile come when preventing excavation of foundation pit
Foundation pit collapse damages operating personnel in foundation pit, and the steel sheet pile used at present is not added with that inner support bending resistance is poor, and supporting is firm
It spends small, is deformed greatly it cannot be guaranteed that safety of workers after excavation;And it is big that big machinery is needed to take up an area, and noise is big, and the scope of application is small≤4m
Foundation pit, such as plus inner support needs the features such as precision is high, and the cycle is long, labor intensive, and branch tie distance is too small, is unfavorable for pipe fitting and is lifted into
Slot bottom, crawler type piling machine, destruction road, noise are big, its vibrations has pipeline destructive power, and the road occupying time is long, is unfavorable for periphery
Resident trip, so a kind of module type steel sheet pile is designed here, it is easy to use and safe.
Utility model content
The purpose of this utility model is to provide a kind of module type steel sheet pile, to solve mentioned above in the background art ask
Topic.
To achieve the above object, the utility model provides following technical solution:A kind of module type steel sheet pile is led including connection
Body, steel plate and transversely strengthening plate, the connection main body are symmetrically and fixedly mounted to the both ends of steel plate, the symmetrical spiral shell of transversely strengthening plate
Line is fixedly mounted on the both sides of the face of steel plate, and the upper surface of the steel plate is symmetrically fixedly connected with connection rotating base, the company
The upper end for connecing rotating base has been fixedly connected with hanged hook, and the upper end of the steel plate offers screw thread spliced eye, the screw thread
The internal whorl of spliced eye is fixed with stull main body, and screw thread installation is described there are three fixing bolt on the transversely strengthening plate
The lower end of steel plate is fixedly connected with inserting column, and outside is equipped with gate link in the connection main body, the gate link
Upper surface central part is installed with single direction thrust ball bearing, and the inside of the single direction thrust ball bearing is plugged with full thread spiral shell
Bolt, and screw bolt screw thread is equipped with hollow connection sleeve column in the middle part of gate link, the stull main body, in described
The both ends of sky connection sleeve column are symmetrically installed with singletree.
Preferably, the upper end one side of the steel plate is fixedly connected with piling plate.
Preferably, the both ends of the steel plate are installed altogether there are six connection main body, and every one end of steel plate is uniformly fixedly mounted
There are three connection main bodys.
Preferably, the bottom threads turn of the screw bolt, which is equipped with, extracts nut.
Preferably, screw thread is offered inside the hollow connection sleeve column, and the equal threads turn in one end of singletree is mounted on
The inside of hollow connection sleeve column.
Preferably, it is socketed with non-slip rubber set on the hollow connection sleeve column.
Compared with prior art, the beneficial effects of the utility model are:
1st, inserting column has uniformly been fixedly mounted in the bottom of the utility model steel plate, and the upper end one side of steel plate is fixedly connected with
Piling plate, steel sheet pile can be secured firmly to the both sides of foundation pit by pounding pressure piling plate using excavator, be played to foundation pit protection
Effect, it is therefore prevented that caving in Excavation Process, and the upper end of steel plate offers screw thread spliced eye, spiral shell in screw thread spliced eye
Line is connected with stull main body, and can the steel sheet pile of foundation pit both sides be carried out screw thread by the singletree in stull main body is connected
Together so that steel sheet pile bearing up-down force is uniform, better protecting effect, and by knob it is hollow connection sleeve column can adjust it is connected
The tightness of the two steel sheet pile upper ends connection connect, is easy to use and adjusts.
2nd, the both ends of the utility model steel plate are symmetrically installed with connection main body, the steel sheet pile profit positioned at foundation pit the same side
With screw bolt and extract nut by the gate link of each steel sheet pile itself can realize module type steel sheet pile it
Between quick connection and dismounting, not only saved the time of dismounting, but also the protective action of module steel sheet pile can be enhanced, steel plate
The symmetrical screw thread of both sides of the face is equipped with transversely strengthening plate so that steel plate is more firm in use and stablizes, steel plate
Upper end has been symmetrically installed hanged hook, greatly facilitates excavator using hanged hook choosing and removing to module type steel sheet pile
Fortune.
Description of the drawings
Fig. 1 is the utility model agent structure schematic diagram;
Fig. 2 connects agent structure schematic diagram for the utility model;
Fig. 3 is the utility model stull agent structure schematic diagram.
In figure:The hanged hooks of 1-;2- connection rotating bases;3- connection main bodys;4- steel plates;5- inserting columns;6- fixing bolts;7-
Transversely strengthening plate;8- stull main bodys;9- screw thread spliced eyes;10- single direction thrust ball bearings;11- gate links;12- extracts spiral shell
It is female;13- screw bolts;The hollow connection sleeve columns of 14-;15- singletrees.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution:A kind of module type steel sheet pile, including connecting main body
3rd, steel plate 4 and transversely strengthening plate 7, connection main body 3 are symmetrically and fixedly mounted to the both ends of steel plate 4, and 7 symmetrical screw thread of transversely strengthening plate is consolidated
Dingan County is mounted in the both sides of the face of steel plate 4 so that steel plate 4 is more firm in use and stablizes, the upper surface pair of steel plate 4
Title is fixedly connected with connection rotating base 2, and the upper end of connection rotating base 2 has been fixedly connected with hanged hook 1, has greatly facilitated
Excavator being taken out and being carried using hanged 1 pair of module type steel sheet pile of hook, and the upper end of steel plate 4 offers screw thread spliced eye 9, spiral shell
The internal whorl of line spliced eye 9 is fixed with stull main body 8, and there are three fixing bolt 6, steel for screw thread installation on transversely strengthening plate 7
The lower end of plate 4 is fixedly connected with inserting column 5, connects outside in main body 3 and is equipped with gate link 11, the upper end of gate link 11
Face central part is installed with single direction thrust ball bearing 10, and the inside of single direction thrust ball bearing 10 is plugged with screw bolt 13,
And 13 screw thread of screw bolt, through gate link 11, the steel sheet pile positioned at foundation pit the same side utilizes screw bolt 13 and set
Take nut 12 that can realize quickly connecting between module type steel sheet pile by the gate link 11 of each steel sheet pile itself
It connects and dismantles, not only saved the time of dismounting, but also the protective action of module steel sheet pile can be enhanced, the middle part peace of stull main body 8
Equipped with hollow connection sleeve column 14, it can adjust what be connected two steel sheet pile upper ends connected by the hollow connection sleeve column 14 of knob
Tightness is easy to use and adjusts, and the both ends of hollow connection sleeve column 14 are symmetrically installed with singletree 15, can be by foundation pit
The steel sheet pile of both sides carries out screw thread and is connected together so that steel sheet pile bearing up-down force is uniform, better protecting effect.
The upper end one side of steel plate 4 is fixedly connected with piling plate, and pounding pressure piling plate using excavator can be by steel sheet pile firmly
The both sides of foundation pit are fixed on, play the role of protecting foundation pit, it is therefore prevented that caving in Excavation Process, the both ends of steel plate 4
Common installation is there are six connection main body 3, and uniformly there are three connection main body 3, screw bolts 13 for fixed installation for every one end of steel plate 4
Bottom threads turn be equipped with and extract nut 12, offer screw thread, and one end of singletree 15 inside hollow connection sleeve column 14
Equal threads turn is mounted on the inside of hollow connection sleeve column 14, and non-slip rubber set is socketed on hollow connection sleeve column 14.
Operation principle:During the utility model is used, inserting column 5 has uniformly been fixedly mounted in the bottom of steel plate 4, and
The upper end one side of steel plate 4 is fixedly connected with piling plate, and base can be secured firmly to by steel sheet pile by pounding pressure piling plate using excavator
Play the role of protecting foundation pit in the both sides in hole, it is therefore prevented that caving in Excavation Process, and the upper end of steel plate 4 opens up
There is screw thread spliced eye 9, stull main body 8 is threaded in screw thread spliced eye 9, it can be with by the singletree 15 in stull main body 8
The steel sheet pile of foundation pit both sides is carried out screw thread to be connected together so that steel sheet pile bearing up-down force is uniform, better protecting effect, and
And the tightness of be connected two steel sheet pile upper ends connections can be adjusted by the hollow connection sleeve column 14 of knob, it is easy to use
With adjusting, the both ends of steel plate 4 are symmetrically installed with connection main body 3, and the steel sheet pile positioned at foundation pit the same side utilizes full thread spiral shell
It bolt 13 and extracts nut 12 and can be realized between module type steel sheet pile by the gate link 11 of each steel sheet pile itself
Quickly connection and dismounting, had not only saved the time of dismounting, but also can enhance the protective action of module steel sheet pile, and the two of steel plate 4
The symmetrical screw thread in side end face is equipped with transversely strengthening plate 7 so that steel plate 4 is more firm in use and stablizes, steel plate 4
Upper end has been symmetrically installed hanged hook 1, greatly facilitates excavator choosing and removing using hanged 1 pair of module type steel sheet pile of hook
Fortune, the flexible strong applicability of the utility model module type steel sheet pile are efficient.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned exemplary embodiment, and
And in the case of the spirit or essential attributes without departing substantially from the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The scope of type is indicated by the appended claims rather than the foregoing description, it is intended that will fall containing in the equivalent requirements of the claims
All changes in justice and scope are embraced therein.Any reference numeral in claim should not be considered as limitation
Involved claim.
Claims (6)
1. a kind of module type steel sheet pile, including connection main body (3), steel plate (4) and transversely strengthening plate (7), it is characterised in that:It is described
Connection main body (3) is symmetrically and fixedly mounted to the both ends of steel plate (4), and the transversely strengthening plate (7) is symmetrically screwed mounted on steel
The both sides of the face of plate (4), the upper surface of the steel plate (4) are symmetrically fixedly connected with connection rotating base (2), the connection rotation
The upper end of pedestal (2) has been fixedly connected with hanged hook (1), and the upper end of the steel plate (4) offers screw thread spliced eye (9), institute
The internal whorl for stating screw thread spliced eye (9) is fixed with stull main body (8), and screw thread is equipped with three on the transversely strengthening plate (7)
A fixing bolt (6), the lower end of the steel plate (4) are fixedly connected with inserting column (5), and outside is equipped in the connection main body (3)
Gate link (11), the upper surface central part of the gate link (11) are installed with single direction thrust ball bearing (10),
The inside of the single direction thrust ball bearing (10) is plugged with screw bolt (13), and screw bolt (13) screw thread runs through gate
Link (11) is equipped with hollow connection sleeve column (14) in the middle part of the stull main body (8), the hollow connection sleeve column (14)
Both ends are symmetrically installed with singletree (15).
2. a kind of module type steel sheet pile according to claim 1, it is characterised in that:The upper end one side of the steel plate (4) is consolidated
Surely it is connected with piling plate.
3. a kind of module type steel sheet pile according to claim 1, it is characterised in that:It installs altogether at the both ends of the steel plate (4)
There are six connection main body (3), and uniformly there are three connection main bodys (3) for fixed installation for every one end of steel plate (4).
4. a kind of module type steel sheet pile according to claim 1, it is characterised in that:The bottom of the screw bolt (13)
Threads turn, which is equipped with, extracts nut (12).
5. a kind of module type steel sheet pile according to claim 1, it is characterised in that:The hollow connection sleeve column (14) is internal
Screw thread is offered, and the equal threads turn in one end of singletree (15) is mounted on the inside of hollow connection sleeve column (14).
6. a kind of module type steel sheet pile according to claim 1, it is characterised in that:It is covered on the hollow connection sleeve column (14)
It is connected to non-slip rubber set.
Priority Applications (1)
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CN201721367661.3U CN207405613U (en) | 2017-10-23 | 2017-10-23 | A kind of module type steel sheet pile |
Applications Claiming Priority (1)
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CN201721367661.3U CN207405613U (en) | 2017-10-23 | 2017-10-23 | A kind of module type steel sheet pile |
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CN207405613U true CN207405613U (en) | 2018-05-25 |
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CN201721367661.3U Active CN207405613U (en) | 2017-10-23 | 2017-10-23 | A kind of module type steel sheet pile |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112942446A (en) * | 2021-02-04 | 2021-06-11 | 浙江吉祥建设集团有限公司 | Sheet pile foundation waterproof structure |
-
2017
- 2017-10-23 CN CN201721367661.3U patent/CN207405613U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112942446A (en) * | 2021-02-04 | 2021-06-11 | 浙江吉祥建设集团有限公司 | Sheet pile foundation waterproof structure |
CN112942446B (en) * | 2021-02-04 | 2022-04-19 | 浙江吉祥建设集团有限公司 | Sheet pile foundation waterproof structure |
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