CN105256811B - Construction method for foundation pit supporting and protecting through sheet pile supporting structure with water stopping function - Google Patents

Construction method for foundation pit supporting and protecting through sheet pile supporting structure with water stopping function Download PDF

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Publication number
CN105256811B
CN105256811B CN201510638204.2A CN201510638204A CN105256811B CN 105256811 B CN105256811 B CN 105256811B CN 201510638204 A CN201510638204 A CN 201510638204A CN 105256811 B CN105256811 B CN 105256811B
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CN
China
Prior art keywords
sheet pile
supporting structure
water stopping
groove
construction method
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
Application number
CN201510638204.2A
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Chinese (zh)
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CN105256811A (en
Inventor
夏雄
先礼琼
刘灿明
李淋淋
毛建军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSU ZEYU ENVIRONMENTAL ENGINEERING Co Ltd
Huaide College of Changzhou University
Original Assignee
JIANGSU ZEYU ENVIRONMENTAL ENGINEERING Co Ltd
Huaide College of Changzhou University
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Application filed by JIANGSU ZEYU ENVIRONMENTAL ENGINEERING Co Ltd, Huaide College of Changzhou University filed Critical JIANGSU ZEYU ENVIRONMENTAL ENGINEERING Co Ltd
Priority to CN201510638204.2A priority Critical patent/CN105256811B/en
Publication of CN105256811A publication Critical patent/CN105256811A/en
Application granted granted Critical
Publication of CN105256811B publication Critical patent/CN105256811B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The invention discloses a sheet pile supporting structure with a water stopping function and a construction method. The sheet pile supporting structure with the water stopping function and the construction method are used for soil blocking and water stopping of the circumferential wall of a foundation pit. The sheet pile supporting structure with the water stopping function comprises sheet piles which are arranged along a positioning line for supporting of the foundation pit at intervals. Grooves are formed in the two side faces of each sheet pile respectively. A concrete splicing plate used for soil blocking and water stopping is arranged between the grooves of every two adjacent sheet piles. The two ends of each concrete splicing plate are embedded into the corresponding grooves. Rubber waterstops used for water prevention are arranged at the joints of the two ends of each concrete splicing plate and the corresponding grooves. According to the sheet pile supporting structure with the water stopping function and the construction method of the sheet pile supporting structure, assembly type construction is adopted, convenience and rapidness are achieved, the concrete splicing plates have the soil blocking and water stopping functions, and the rubber waterstops have the water preventing and sealing functions; the distance between the sheet piles can be properly increased, so that the pile insertion soil squeezing effect is relieved, the integrity of the supporting structure is guaranteed, the rigidity of the supporting structure is effectively improved, and finally the safety and stability of a foundation pit project are achieved; the sheet pile supporting structure is particularly suitable for relatively regular medium and small foundation pit projects.

Description

Sheet pile supporting construction with water stopping function carries out the construction method of pattern foundation pit supporting structure
Technical field
The present invention relates to construction engineering technical field, especially a kind of sheet pile supporting construction with water stopping function carry out base The construction method of hole supporting.
Background technology
In recent years, with the rise of skyscraper, the scale of base pit engineering is also increasing.At the same time, underground traffic Fast-developing and market place builet below the ground and urban operating mechanism continuous construction, simple slope is excavated can not meet engineering reality, The thing followed is the appearance of various building enclosure form.The problem of core the most is the conjunction of retaining design in base pit engineering Reason design, the system should play gear soil effect, and the outer soil erosion of foundation ditch is prevented again, make surface subsidence and level around foundation ditch Bit andits control is within permissible range.At present adopting prefabricated sheet pile carries out pattern foundation pit supporting structure more in engineering, due to tie in view of supporting The retaining soil and water of structure is acted on, therefore pilespacing arrangement is less, and materials'use amount is big, and single lifting lifting capacity is heavier, and machinery is used will Ask high.
The content of the invention
The technical problem to be solved in the present invention is:Overcome the deficiency in prior art, there is provided one kind can make full use of supporting Rigidity, enhancing base pit stability, the sheet pile supporting construction with water stopping function of good water-proof effect and construction method.
The technical solution adopted for the present invention to solve the technical problems is:A kind of knot of the sheet pile supporting with water stopping function Structure, for the gear soil sealing of foundation ditch perisporium, including along the spaced sheet pile of pattern foundation pit supporting structure position line, described sheet pile two sides Groove is respectively provided with, the concrete attachment strap for keeping off native sealing is provided between the groove of adjacent sheet pile, the two ends of concrete attachment strap are embedded in described recessed In groove, concrete attachment strap two ends are provided with the rubber fastening band for waterproof with groove junction.
Preferably, described groove is square ribbon.
Preferably, described sheet pile stretches into 50%~80% that bottom of foundation ditch soil depth is foundation depth.
Described rubber fastening band stretches into 10% that bottom of foundation ditch soil depth is foundation depth.
A kind of construction method that pattern foundation pit supporting structure is carried out using the above-mentioned sheet pile supporting construction with water stopping function, with as follows Step:
A, according to Foundation Pit Support Design parameter, it is prefabricated or purchase sheet pile, concrete attachment strap;
B, it is embedded in rubber fastening band in the groove of sheet pile;
C, along pattern foundation pit supporting structure position line, using three axes agitating pile grooving;
D, by guide groove position, be sequentially inserted into sheet pile;
The groove location of e, alignment sheet pile, inserts concrete attachment strap;
F, the above-mentioned b-e steps of repetition, sheet pile is constantly linked together with concrete attachment strap, encloses to be formed with water stopping function Sheet pile supporting construction.
The invention has the beneficial effects as follows:The present invention adopts fabricated construction, convenient and swift, with stronger Practical Property, concrete attachment strap plays a part of retaining soil and water, and rubber fastening band plays waterproof sealing effect, and can suitably increase sheet pile spacing, Make full use of the rigidity of supporting construction, it is ensured that the globality of supporting construction, effectively improve the security and stability of base pit engineering, especially Suitable for relatively regular medium and small base pit engineering.
Description of the drawings
With reference to the accompanying drawings and examples the present invention is further described.
Fig. 1 is the construction facade structures schematic diagram of the present invention.
The floor map of Fig. 2 present invention.
The foundation ditch of 1. sheet pile, 2. groove, 3. concrete attachment strap, 4. rubber fastening band 5. in figure
Specific embodiment
Presently in connection with accompanying drawing and preferred embodiment, the present invention is further illustrated.These accompanying drawings are simplified signal Figure, only illustrates in a schematic way the basic structure of the present invention, therefore it only shows the composition relevant with the present invention.
A kind of sheet pile supporting construction with water stopping function as shown in Figure 1 and Figure 2, for effective depth 10m is less than or equal to The perisporium of foundation ditch 5 gear soil sealing, including along the spaced sheet pile 1 of the supporting position line of foundation ditch 5, the described two sides of sheet pile 1 Square banded groove 2 is respectively provided with, the concrete attachment strap 3 for keeping off native sealing is provided between the groove 2 of adjacent sheet pile 1, concrete is taken The two ends of plate 3 are embedded in the groove 2, and the two ends of concrete attachment strap 3 are provided with the rubber fastening band 4 for waterproof with the junction of groove 2.
Wherein sheet pile 1 stretches into 80% that the bottom solum depth of foundation ditch 5 is the depth of foundation ditch 5;Rubber fastening band 4 stretches into foundation ditch 5 Bottom solum depth is the 10% of the depth of foundation ditch 5.
A kind of construction method for implementing pattern foundation pit supporting structure using the above-mentioned sheet pile supporting construction with water stopping function, with as follows Step:
A, according to the support parameters of foundation ditch 5, it is prefabricated or purchase sheet pile 1, concrete attachment strap 3;
B, the internal perisporium of groove 2 along sheet pile 1 are embedded in rubber fastening band 4;
C, along the supporting position line of foundation ditch 5, using three axes agitating pile grooving;
D, by guide groove position, be sequentially inserted into sheet pile 1, the groove 2 of adjacent sheet pile 1 is relative to each other;
The position of groove 2 of e, alignment sheet pile 1, insertion concrete attachment strap 3, the top surface at the two ends of concrete attachment strap 3 and two sides respectively with rubber Glue waterstop 4 is close to;
F, the above-mentioned b~step e of repetition, sheet pile 1 is constantly linked together with concrete attachment strap 3, finally encloses to be formed with only The sheet pile supporting construction of water function.
In the present embodiment, sheet pile 1 is made using armored concrete, and the depth of foundation ditch 5 is 10m, and sheet pile 1 stretches into the bottom of foundation ditch 5 Soil depth is 8m, and rubber fastening band 4 stretches into the bottom solum depth of foundation ditch 5 for 1m.
The present invention adopts fabricated construction, convenient and swift, and concrete attachment strap 3 plays a part of retaining soil and water, rubber fastening band 4 To waterproof sealing effect, and the spacing of sheet pile 1 can be suitably increased, so as to the support form of foundation ditch 5 be extended from conventional plane mode To spatial model, the globality of supporting construction is strengthened, effectively increase the rigidity of supporting construction, and make full use of supporting construction Rigidity, it is ensured that the globality of supporting construction, effectively improve the security and stability of the engineering of foundation ditch 5, be particularly suited for relatively rule The engineering of medium and small foundation ditch 5.
Above-described embodiment technology design only to illustrate the invention and feature, its object is to allow person skilled in the art Scholar will appreciate that present disclosure and be carried out, can not be limited the scope of the invention with this, all according to the present invention Equivalence changes or modification that Spirit Essence is made, all should cover within the scope of the present invention.

Claims (4)

1. a kind of sheet pile supporting construction with water stopping function carries out the construction method of pattern foundation pit supporting structure, described sheet pile supporting construction Including along the spaced sheet pile (1) of foundation ditch (5) supporting position line, described sheet pile (1) two sides are respectively provided with groove (2), phase The concrete attachment strap (3) for keeping off native sealing is provided between the groove (2) of adjacent sheet pile (1), the two ends of concrete attachment strap (3) are embedded in the groove (2) in, concrete attachment strap (3) two ends are provided with the rubber fastening band (4) for waterproof with groove (2) junction;
Described construction method has following steps:
A, according to foundation ditch (5) support parameters, it is prefabricated or purchase sheet pile (1), concrete attachment strap (3);
B, the groove (2) in sheet pile (1) are embedded in rubber fastening band (4);
C, along foundation ditch (5) supporting position line, using three axes agitating pile grooving;
D, by guide groove position, be sequentially inserted into sheet pile (1);
Groove (2) position of e, alignment sheet pile (1), insertion concrete attachment strap (3);
F, the above-mentioned b~step e of repetition, sheet pile (1) is constantly linked together with concrete attachment strap (3), encloses to be formed with sealing work( The sheet pile supporting construction of energy.
2. the sheet pile supporting construction with water stopping function according to claim 1 carries out the construction method of pattern foundation pit supporting structure, its It is characterized in that:Described groove (2) is square ribbon.
3. the sheet pile supporting construction with water stopping function according to claim 1 carries out the construction method of pattern foundation pit supporting structure, its It is characterized in that:Described sheet pile (1) stretches into 50%~80% that foundation ditch (5) bottom solum depth is foundation ditch (5) depth.
4. the sheet pile supporting construction with water stopping function according to claim 3 carries out the construction method of pattern foundation pit supporting structure, its It is characterized in that:Described rubber fastening band (4) stretches into 10% that foundation ditch (5) bottom solum depth is foundation ditch (5) depth.
CN201510638204.2A 2015-09-30 2015-09-30 Construction method for foundation pit supporting and protecting through sheet pile supporting structure with water stopping function Expired - Fee Related CN105256811B (en)

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Publication number Priority date Publication date Assignee Title
CN208870079U (en) * 2017-07-14 2019-05-17 吴健 Stress stake, prestressing combination supporting and piping lane
CN107687166A (en) * 2017-10-18 2018-02-13 太原理工大学 Diaphram wall is anti-to stream, water-impervious I-shaped steel joint structure and construction method
CN109056650A (en) * 2018-09-10 2018-12-21 无锡市水利设计研究院有限公司 A kind of assembled sheet pile combination shore protection and its construction method
CN113882391A (en) * 2021-10-09 2022-01-04 上海兴鸿建设工程有限公司 A foundation ditch supporting construction for building engineering

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CN103643682A (en) * 2013-11-28 2014-03-19 杭州江润科技有限公司 Pre-stressed hollow pipe pile foundation pit support structure and construction method
CN203668942U (en) * 2014-01-20 2014-06-25 北京现代金宇岩土工程有限公司 Pile protective self-hanging thin plate in supporting structure of deep foundation pit
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