CN208884535U - A kind of distortion-free Larsen steel sheet pile supporting construction - Google Patents
A kind of distortion-free Larsen steel sheet pile supporting construction Download PDFInfo
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- CN208884535U CN208884535U CN201821393847.0U CN201821393847U CN208884535U CN 208884535 U CN208884535 U CN 208884535U CN 201821393847 U CN201821393847 U CN 201821393847U CN 208884535 U CN208884535 U CN 208884535U
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- sheet pile
- steel sheet
- larsen steel
- larsen
- force transmission
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Abstract
The utility model discloses a kind of distortion-free Larsen steel sheet pile supporting construction, mainly include Larsen steel sheet pile, steel waist rail purlin and supporting steel pipe;Larsen steel sheet pile section be it is trapezoidal, the inside of Larsen steel sheet pile forms trapezoidal groove, and the both ends of Larsen steel sheet pile set lock, and muti-piece Larsen steel sheet pile is connected in a row by lock;Force transmission element is equipped in the trapezoidal groove of Larsen steel sheet pile, one end of force transmission element is connected with Larsen steel sheet pile, the other end of force transmission element and fixedlying connected to the inner side for steel waist rail purlin;The outside of steel waist rail purlin connects supporting steel pipe.The utility model has the following beneficial effects: rigid force transmission element is arranged in the utility model in the trapezoidal groove of Larsen steel sheet pile, fixed position and Larsen steel sheet pile are welded before the construction of steel waist rail purlin;When construction, the outer wall of Larsen steel sheet pile is forced through force transmission element and is transferred to steel waist rail purlin, can effectively prevent stress deformation during Larsen steel sheet pile construction, ensure that the construction quality of Larsen steel sheet pile, reduces the proportion of goods damageds of Larsen steel sheet pile.
Description
Technical field
A kind of the utility model category Base hole supporting technology field, and in particular to distortion-free Larsen steel sheet pile supporting construction.
Background technique
With the development of China's infrastructure, Larsen steel sheet pile not only green, environmental protection but also is applied as a kind of building material
Work speed is fast, operating expenses is low, has good water-proof function, by extensive utilization.The application of Larsen steel sheet pile runs through and prolongs
Stretch it is entirely industrial, from the application of traditional hydraulic engineering, civilian technique, railway and streetcar track until environmental pollution
Control.Make earth-retaining, water blocking, sand stop wall when bridge construction cofferdam, large-scale pipeline are laid with, interim irrigation canals and ditches excavate;In harbour, unloading apron
Make revetment, retaining wall, levee revetment etc., Larsen steel sheet pile plays a significant role in engineering.
In soft foundation or deep foundation pit supporting construction, often purlin is added to be supported steel sheet pile using cross-brace
Support form;Cross-brace is to provide the important feature of steel sheep pile support counter-force.Currently, domestic cross-brace mostly uses application
Prestressing force and non-prestressed supporting way.Pattern foundation pit supporting structure excavates, and should follow and " slot and support, first support and dig afterwards, stage excavation is forbidden
Backbreak " principle.During earth excavation, because earth stress form changes, there are metabolies for Larsen steel sheet pile.Therefore,
It is necessary to improve the existing technology.
Summary of the invention
The purpose of this utility model is that in view of the deficiencies of the prior art, provide that a kind of structure is simple, construction cost is low
Distortion-free Larsen steel sheet pile supporting construction.
The technical solution adopted in the utility model are as follows: a kind of distortion-free Larsen steel sheet pile supporting construction, main includes drawing
Gloomy steel sheet pile, steel waist rail purlin and supporting steel pipe;Larsen steel sheet pile section be it is trapezoidal, the inside of Larsen steel sheet pile forms ladder
Connected in star, the both ends of Larsen steel sheet pile set lock, and muti-piece Larsen steel sheet pile is in a row by lock connection;In Larsen steel sheet pile
Force transmission element is equipped in trapezoidal groove, one end of force transmission element is connected with Larsen steel sheet pile, the other end and steel waist rail purlin of force transmission element
Fixedly connected to the inner side;The outside of steel waist rail purlin connects supporting steel pipe.
According to the above scheme, the force transmission element is rigid structural member, is welded by two I-steel arranged side by side.
According to the above scheme, the bottom of the steel waist rail purlin is equipped with bracket, and bracket and stretching steel sheet pile are connected.
According to the above scheme, the inside of the force transmission element and steel waist rail purlin is welded.
According to the above scheme, wedge type block is equipped in the gap between the force transmission element and steel waist rail purlin.
The utility model has the following beneficial effects:
Rigid force transmission element is arranged in 1 the utility model in the trapezoidal groove of Larsen steel sheet pile, before the construction of steel waist rail purlin
Fixed position and Larsen steel sheet pile weld;When construction, the outer wall of Larsen steel sheet pile, which is forced through force transmission element and is transferred to steel waist rail, to be enclosed
Purlin can effectively prevent stress deformation during Larsen steel sheet pile construction, ensure that the construction quality of Larsen steel sheet pile, reduce Larsen
The proportion of goods damageds of steel sheet pile;
Larsen steel sheet pile and force transmission element in 2 the utility model are temporary project supporting use, can repeatedly be used in turn, mention
High stock utilization, reduces construction cost;
3 the utility model structures are simple, and operating space meets construction needs, easy for construction, reduce construction cost.
Detailed description of the invention
Fig. 1 is the top view of one specific embodiment of the utility model.
Fig. 2 is the side view cutaway drawing of the present embodiment.
In figure: 1, force transmission element;2, Larsen steel sheet pile;3, steel waist rail purlin;4, wedge type block;5, supporting steel pipe;6, bracket.
Specific embodiment
In order to better understand the utility model, the utility model is made into one in the following with reference to the drawings and specific embodiments
Step ground explanation.
A kind of distortion-free Larsen steel sheet pile supporting construction as depicted in figs. 1 and 2 mainly includes Larsen steel sheet pile 2, steel
Waist rail purlin 3 and supporting steel pipe 5;2 section of Larsen steel sheet pile is trapezoidal, the inside formation trapezoidal groove of Larsen steel sheet pile 2,
The both ends of Larsen steel sheet pile 2 set lock, and muti-piece Larsen steel sheet pile 2 is in a row by lock connection;In the trapezoidal of Larsen steel sheet pile 2
Be equipped with force transmission element 1 in groove, one end of force transmission element 1 is connected (can for weld) with Larsen steel sheet pile 2, the other end of force transmission element 1 and
Steel waist rail purlin 3 is fixedly connected to the inner side;The outside of steel waist rail purlin 3 connects supporting steel pipe 5.
Preferably, the force transmission element 1 is rigid structural member, can be welded by two I-steel arranged side by side.
Preferably, the bottom of the steel waist rail purlin 3 is equipped with bracket 6, and bracket 6 and stretching steel sheet pile 2 are connected.
Preferably, the force transmission element 1 and the inside of steel waist rail purlin 3 are welded;Between force transmission element 1 and steel waist rail purlin 3
Wedge type block 4 is equipped in gap.
In the present embodiment, the force transmission element 1 is used to support steel waist rail purlin 3 and Larsen steel sheet pile 2;The Larsen steel sheet pile
2 are used for the connection of force transmission element 1, and force transmission element 1 completes construction before installing steel waist rail purlin 3;3 bottom of steel waist rail purlin is set
It is fixed to set bracket 6;The wedge type block 4 is the regulating device of force transmission element 1 and steel waist rail purlin 3, in force transmission element 1 and steel waist rail purlin
3 gap fillings.
The work progress of the utility model are as follows:
First, Larsen steel sheet pile 2 is subjected to injection by design drawing requirement, and meets corresponding Larsen steel sheet pile construction specification
It is required that foundation pit (groove) range fluting excavates within the scope of Larsen steel sheet pile, it is left to be excavated to 500mm under first floor cross-brace position
It is right;
Secondly, installation force transmission element 1, and be welded and fixed with Larsen steel sheet pile 2, guarantee force transmission element 1 and steel waist rail purlin 3
Position is corresponding;
Finally, installation steel waist rail purlin 3, and clog wedge type block 4 in the gap between force transmission element 1 and steel waist rail purlin 3 and adjust
Section, the Larsen steel sheet pile supporting construction are installed.
Embodiment described above is only the preferred embodiment lifted to absolutely prove the utility model, the utility model
Protection scope is not limited to the above embodiments.Obviously, those skilled in the art can carry out various change to the utility model
Dynamic and deformation is without departing from the scope of the utility model and spirit.If these changes and deformation belong to the utility model right and want
Ask and its equivalent technologies in the range of, then the intention of the utility model also include these change and deformation including.
Claims (5)
1. a kind of distortion-free Larsen steel sheet pile supporting construction, which is characterized in that mainly include Larsen steel sheet pile, steel waist rail purlin
And supporting steel pipe;Larsen steel sheet pile section is trapezoidal, the inside formation trapezoidal groove of Larsen steel sheet pile, Larsen steel sheet pile
Both ends set lock, and muti-piece Larsen steel sheet pile is in a row by lock connection;Power transmission is equipped in the trapezoidal groove of Larsen steel sheet pile
One end of part, force transmission element is connected with Larsen steel sheet pile, the other end of force transmission element and fixedlying connected to the inner side for steel waist rail purlin;Steel waist rail encloses
The outside of purlin connects supporting steel pipe.
2. distortion-free Larsen steel sheet pile supporting construction as described in claim 1, which is characterized in that the force transmission element is rigidity
Structural member is welded by two I-steel arranged side by side.
3. distortion-free Larsen steel sheet pile supporting construction as described in claim 1, which is characterized in that the steel waist rail purlin
Bottom is equipped with bracket, and bracket and stretching steel sheet pile are connected.
4. distortion-free Larsen steel sheet pile supporting construction as described in claim 1, which is characterized in that the force transmission element and steel waist
It welds the inside of beam purlin.
5. distortion-free Larsen steel sheet pile supporting construction as described in claim 1, which is characterized in that the force transmission element and steel waist
Wedge type block is equipped in gap between beam purlin.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821393847.0U CN208884535U (en) | 2018-08-28 | 2018-08-28 | A kind of distortion-free Larsen steel sheet pile supporting construction |
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CN201821393847.0U CN208884535U (en) | 2018-08-28 | 2018-08-28 | A kind of distortion-free Larsen steel sheet pile supporting construction |
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CN208884535U true CN208884535U (en) | 2019-05-21 |
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CN201821393847.0U Active CN208884535U (en) | 2018-08-28 | 2018-08-28 | A kind of distortion-free Larsen steel sheet pile supporting construction |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112726635A (en) * | 2020-12-30 | 2021-04-30 | 中建市政工程有限公司 | Connecting member, connecting structure and groove supporting method for enclosing purlin and steel sheet pile |
CN115627780A (en) * | 2022-12-23 | 2023-01-20 | 中国建筑第六工程局有限公司 | Foundation pit supporting structure and construction method thereof |
-
2018
- 2018-08-28 CN CN201821393847.0U patent/CN208884535U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112726635A (en) * | 2020-12-30 | 2021-04-30 | 中建市政工程有限公司 | Connecting member, connecting structure and groove supporting method for enclosing purlin and steel sheet pile |
CN115627780A (en) * | 2022-12-23 | 2023-01-20 | 中国建筑第六工程局有限公司 | Foundation pit supporting structure and construction method thereof |
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