CN204401626U - A kind of П type assembling sheet pile supporting and protection structure - Google Patents
A kind of П type assembling sheet pile supporting and protection structure Download PDFInfo
- Publication number
- CN204401626U CN204401626U CN201420671537.6U CN201420671537U CN204401626U CN 204401626 U CN204401626 U CN 204401626U CN 201420671537 U CN201420671537 U CN 201420671537U CN 204401626 U CN204401626 U CN 204401626U
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- baffle plate
- sheet pile
- horizontal tenon
- connector
- protection structure
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Abstract
The utility model relates to a kind of П type assembling sheet pile supporting and protection structure, comprise baffle plate, baffle plate horizontal direction is positioned at baffle plate both sides and is provided with horizontal tenon, one of them sidewall of baffle plate is horizontally arranged with horizontal tenon, baffle plate splices T-shaped concrete sheet pile head by horizontal tenon, T-shaped concrete sheet pile head comprises T connector and the web perpendicular with T connector, offers the groove matched with described horizontal tenon bottom web, and T connector is connected by the reverse fastening of channel-section steel.A kind of П type assembling sheet pile supporting and protection structure of the present utility model improves structural entity rigidity and strengthens structural stability, realize pattern foundation pit supporting structure assemblingization, have that global stiffness is large, quick construction, controlling distortion effectively, save material, plant that stake is convenient, cost is low, the advantages such as system easy to control the quality, have stronger engineering practicability.
Description
Technical field
The utility model relates to technical field, especially a kind of П type assembling sheet pile supporting and protection structure.
Background technology
In recent years, along with the rise of highrise building, the scale of base pit engineering is also increasing.Meanwhile, the continuous construction of the fast development of underground traffic and underground store and urban operating mechanism, simply put slope excavation and can not meet engineering reality, the thing followed is the appearance of various space enclosing structure form.
In base pit engineering, the appropriate design of retaining design is the problem of core the most, and this system should play the effect of gear soil, prevents the outer soil erosion of foundation ditch again, to make around foundation ditch surface settlement and control of horizontal displacement within permissible range.The SMW engineering method stake adopted in current engineering is all born separately by shaped steel due to the water and soil lateral pressure after foundation ditch, and the effect of cement earth pile is impervious sealing, and rigidity is less; When adopting the prefabricated sheet pile of I shape to carry out pattern foundation pit supporting structure, I shape precast plate quality of pile is large, and single lifting lifting capacity is large, and mechanical instructions for use is high.
Utility model content
The technical problems to be solved in the utility model is: for overcoming above-mentioned Problems existing, from the actual supporting type of base pit engineering, consider energy-saving and emission-reduction requirement, realize supporting and protection structure rigidity and improve, integral stability of foundation pit strengthens, and provides a kind of П type assembling sheet pile supporting and protection structure.
The utility model solves the technical scheme that its technical problem adopts: a kind of П type assembling sheet pile supporting and protection structure, comprise baffle plate, described baffle plate horizontal direction is positioned at baffle plate both sides and is provided with horizontal tenon, it is outwardly horizontal tenon I that described horizontal tenon is positioned at baffle plate one end, described horizontal tenon is positioned at the horizontal tenon II that the baffle plate other end is concave structure, the recess of described horizontal tenon II matches with the projection of described horizontal tenon I, described baffle plate is spliced by horizontal tenon and another block baffle plate, one of them sidewall of described baffle plate is horizontally arranged with a plurality of horizontal tenon, described baffle plate splices T-shaped concrete sheet pile head by horizontal tenon, described T-shaped concrete sheet pile head comprises T connector and the web perpendicular with described T connector, the groove matched with described horizontal tenon is offered bottom described web, described T connector is by being connected with the reverse fastening of channel-section steel that T connector matches, be provided with filler in described channel-section steel and form stake apical cap beam.
Further, the quantity of described T-shaped concrete sheet pile head is identical with the quantity of horizontal tenon, and general quantity is 2, namely has two horizontal tenons just to have two T-shaped concrete sheet pile heads.
Further, the quantity of described channel-section steel is identical with the quantity of T-shaped concrete sheet pile head, and general quantity is 2, namely has two T-shaped concrete sheet pile heads just to have two channel-section steels.
Further, the width of described T connector is greater than the width of web, and the height on described web top is higher than the height of T connector.
Further, the filler of described channel-section steel inside is plank or hardboard or plastics package filler.
A kind of П type assembling sheet pile supporting and protection structure of the present utility model has the following advantages:
1, pattern foundation pit supporting structure type can be enriched, expand pattern foundation pit supporting structure range of choice, shorten the construction period, realize energy-saving and cost-reducing, promote Sustainable Construction Industry;
Brief description is carried out to the economy of Π type assembling sheet pile supporting and protection structure and rigidity:
1) economy
Π type assembling sheet pile supporting and protection structure, effectively can reduce materials'use, and factory produces in batches, can manufacturing cost be reduced, component can be realized and recycle, assembled by piecemeal, reduce single lifting lifting capacity, reduce mechanical instructions for use, utilize baffle plate to play sealing antiseepage effect simultaneously.
2) rigidity
Rigidity increases, and be exactly that second moment of area increases, material concentrates on T connector end and baffle plate, utilizes web and cement-soil acting in conjunction to improve stock utilization, realizes rigidity and increase.
2, adopt fabricated construction, convenient and quick construction, doubles as the effect of retaining soil and water;
3, pattern foundation pit supporting structure form is expanded to spatial model from the plane mode of routine, the globality of strengthening supporting structure, effectively improve the rigidity of supporting and protection structure, realize the safety and stability of base pit engineering.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of baffle plate in the utility model.
Fig. 3 is the structural representation of T-shaped concrete sheet pile head of the present utility model.
Fig. 4 is baffle plate and T-shaped concrete sheet pile head splicing construction schematic diagram in the utility model.
Fig. 5 is the horizontal tenon splicing construction schematic diagram of baffle plate in the utility model.
Fig. 6 is the structural representation that the horizontal tenon of baffle plate in the utility model and T-shaped concrete sheet pile head splice.
1.T type head in figure, 2. web, 3. baffle plate, 4. channel-section steel, 5. horizontal tenon, 6. horizontal tenon I, 7. horizontal tenon II.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
A kind of П type assembling sheet pile supporting and protection structure as shown in Fig. 1 ~ Fig. 6, comprise baffle plate 3, T-shaped concrete sheet pile head and channel-section steel 4, baffle plate 3 horizontal direction is positioned at baffle plate both sides and is provided with horizontal tenon, it is outwardly horizontal tenon I6 that horizontal tenon is positioned at baffle plate one end, horizontal tenon is positioned at the horizontal tenon II 7 that the baffle plate other end is concave structure, the recess of horizontal tenon II 7 matches with the projection of horizontal tenon I6, baffle plate 3 is spliced by horizontal tenon and another block baffle plate 3, one of them sidewall of baffle plate 3 is horizontally arranged with a plurality of horizontal tenon 5, baffle plate 3 splices T-shaped concrete sheet pile head by horizontal tenon 5, T-shaped concrete sheet pile head comprises T connector 1 and the web 2 perpendicular with T connector 1, the groove matched with horizontal tenon 5 is offered bottom web 2, T connector 1 is by being connected with the reverse fastening of channel-section steel 4 that T connector 1 matches, channel-section steel 4 inside is by plank or hardboard or plastics package filler.
Specific construction flow process is as follows:
A, according to Foundation Pit Support Design parameter, prefabricated or purchase structure firmware;
B, along the grooving of pattern foundation pit supporting structure position line mechanical equivalent of light excavation;
C, guide groove are located, and utilize board-plugging device vertically to insert baffle plate 3, and are connected by horizontal tenon part;
Horizontal tenon 5 position of d, aligning baffle plate 3, inserts T-shaped concrete sheet pile head;
E, form a Pin Π template stake combined support structure;
F, repeat above-mentioned b-e step, baffle plate 3 connects gradually, and T-shaped concrete sheet pile head inserts piecemeal;
G, T connector 1 are by the oppositely fastening of supporting channel-section steel 4, and the inner available plank of channel-section steel 4 or hardboard or plastics package are filled, and form stake top and weaken Guan Liang;
H, enclose and form Π template stake foundation pit supporting system.
A kind of П type assembling sheet pile supporting and protection structure of the present utility model changes form of structure, utilize baffle plate 3 ribbing to realize pattern foundation pit supporting structure, thus improve structural entity rigidity enhancing structural stability, T-shaped concrete sheet pile head is preset horizontal tenon 5 with baffle plate 3 by baffle plate 3 structure and is connected, baffle plate 3 effectively plays the effect of retaining soil and water, also the effect of diving water-stop curtain can effectively be played, realize pattern foundation pit supporting structure assemblingization, there is global stiffness large, quick construction, controlling distortion is effective, save material, plant stake convenient, cost is low, the advantages such as system easy to control the quality, there is stronger engineering practicability.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (5)
1. a П type assembling sheet pile supporting and protection structure, it is characterized in that: comprise baffle plate (3), described baffle plate (3) horizontal direction is positioned at baffle plate (3) both sides and is provided with horizontal tenon, it is outwardly horizontal tenon I (6) that described horizontal tenon is positioned at baffle plate (3) one end, described horizontal tenon is positioned at the horizontal tenon II (7) that the baffle plate other end is concave structure, the recess of described horizontal tenon II (7) matches with the projection of described horizontal tenon I (6), described baffle plate (3) is spliced by horizontal tenon and another block baffle plate (3), described baffle plate (3) one of them sidewall is horizontally arranged with a plurality of horizontal tenon (5), described baffle plate (3) splices T-shaped concrete sheet pile head by horizontal tenon (5), described T-shaped concrete sheet pile head comprises T connector (1) and the web (2) perpendicular with described T connector (1), described web (2) bottom offers the groove matched with described horizontal tenon (5), described T connector (1) is by being connected with the reverse fastening of channel-section steel (4) that T connector (1) matches, be provided with filler in described channel-section steel (4) and form stake apical cap beam.
2. a kind of П type assembling sheet pile supporting and protection structure according to claim 1, is characterized in that: the quantity of described T-shaped concrete sheet pile head is identical with the quantity of horizontal tenon (5).
3. a kind of П type assembling sheet pile supporting and protection structure according to claim 1, is characterized in that: the quantity of described channel-section steel (4) is identical with the quantity of T-shaped concrete sheet pile head.
4. a kind of П type assembling sheet pile supporting and protection structure according to claim 1, it is characterized in that: the width of described T connector (1) is greater than the width of web (2), the height on described web (2) top is higher than the height of T connector (1).
5. a kind of П type assembling sheet pile supporting and protection structure according to claim 1, is characterized in that: the inner filler of described channel-section steel (4) is plank or hardboard or plastics package filler.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420671537.6U CN204401626U (en) | 2014-11-11 | 2014-11-11 | A kind of П type assembling sheet pile supporting and protection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420671537.6U CN204401626U (en) | 2014-11-11 | 2014-11-11 | A kind of П type assembling sheet pile supporting and protection structure |
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CN204401626U true CN204401626U (en) | 2015-06-17 |
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CN201420671537.6U Expired - Fee Related CN204401626U (en) | 2014-11-11 | 2014-11-11 | A kind of П type assembling sheet pile supporting and protection structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105274998A (en) * | 2015-11-19 | 2016-01-27 | 杭州江润科技有限公司 | Construction method of assembled pile-plate-anchor-beam combination type batholith support |
CN105839646A (en) * | 2016-06-06 | 2016-08-10 | 浙江工业大学 | Recoverable foundation pit support structure with web pipes |
CN105862882A (en) * | 2016-06-06 | 2016-08-17 | 浙江工业大学 | Recyclable foundation pit support structure |
-
2014
- 2014-11-11 CN CN201420671537.6U patent/CN204401626U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105274998A (en) * | 2015-11-19 | 2016-01-27 | 杭州江润科技有限公司 | Construction method of assembled pile-plate-anchor-beam combination type batholith support |
CN105274998B (en) * | 2015-11-19 | 2017-01-18 | 杭州江润科技有限公司 | Construction method of assembled pile-plate-anchor-beam combination type batholith support |
CN105839646A (en) * | 2016-06-06 | 2016-08-10 | 浙江工业大学 | Recoverable foundation pit support structure with web pipes |
CN105862882A (en) * | 2016-06-06 | 2016-08-17 | 浙江工业大学 | Recyclable foundation pit support structure |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150617 Termination date: 20151111 |
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EXPY | Termination of patent right or utility model |