CN205012352U - Sheet pile supporting construction with stagnant water function - Google Patents
Sheet pile supporting construction with stagnant water function Download PDFInfo
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- CN205012352U CN205012352U CN201520768967.4U CN201520768967U CN205012352U CN 205012352 U CN205012352 U CN 205012352U CN 201520768967 U CN201520768967 U CN 201520768967U CN 205012352 U CN205012352 U CN 205012352U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 title abstract description 8
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 16
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 238000004078 waterproofing Methods 0.000 abstract description 3
- 230000002093 peripheral effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009510 drug design Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
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Abstract
本实用新型公开了一种具有止水功能的板桩支护结构,用于基坑周壁的挡土止水,包括沿基坑支护定位线间隔排列的板桩,所述的板桩两侧面均具有凹槽,相邻板桩的凹槽之间设有用于挡土止水的砼搭板,砼搭板的两端嵌入所述凹槽内,砼搭板两端与凹槽连接处设有用于防水的橡胶止水带。本实用新型采用装配式施工,方便快捷,砼搭板起到挡土挡水的作用,橡胶止水带起到防水密封作用,并可适当加大板桩间距,减少插桩挤土效应,保证支护结构的整体性,有效提高支护结构的刚度,最终实现基坑工程的安全稳定,尤其适用于相对规则的中小基坑工程。
The utility model discloses a sheet pile supporting structure with water-stopping function, which is used for soil-retaining and water-stopping on the peripheral wall of a foundation pit, and comprises sheet piles arranged at intervals along the positioning line of the foundation pit support, and the two sides of the sheet piles are All have grooves, between the grooves of adjacent sheet piles there is a concrete strapping board for retaining soil and water, the two ends of the concrete strapping board are embedded in the groove, and the connection between the two ends of the concrete strapping board and the groove is set There are rubber waterstops for waterproofing. The utility model adopts prefabricated construction, which is convenient and quick. The concrete board plays the role of retaining soil and water, and the rubber waterstop plays a waterproof and sealing role. The integrity of the support structure can effectively improve the rigidity of the support structure, and finally realize the safety and stability of the foundation pit project, especially suitable for relatively regular small and medium-sized foundation pit projects.
Description
技术领域technical field
本实用新型涉及建筑工程技术领域,尤其是一种具有止水功能的板桩支护结构。The utility model relates to the technical field of construction engineering, in particular to a sheet pile support structure with a water-stop function.
背景技术Background technique
近年来,随着高层建筑的兴起,基坑工程的规模也越来越大。与此同时,地下交通的快速发展及地下商场和市政设施的不断兴建,简单的放坡开挖已不能够满足工程实际,随之而来的是各种各样围护结构形式的出现。基坑工程中最为核心的问题是围护体系的合理设计,该体系既要起到挡土作用,又要防止基坑外水土流失,使基坑周围地面沉降和水平位移控制在容许范围以内。目前工程中多采预制板桩进行基坑支护,由于要考虑到支护结构的挡土挡水作用,因此桩距布置较小,材料使用量大,单次吊装起重量较重,机械使用要求高。In recent years, with the rise of high-rise buildings, the scale of foundation pit engineering has also become larger and larger. At the same time, with the rapid development of underground transportation and the continuous construction of underground shopping malls and municipal facilities, simple grading and excavation can no longer meet the engineering reality, and various forms of enclosure structures have followed. The core issue in the foundation pit engineering is the rational design of the enclosure system. The system should not only play the role of retaining soil, but also prevent water and soil loss outside the foundation pit, so that the ground settlement and horizontal displacement around the foundation pit can be controlled within the allowable range. At present, prefabricated sheet piles are mostly used for foundation pit support in projects. Due to the soil and water retaining effect of the support structure, the pile spacing is small, the amount of material used is large, and the lifting capacity of a single hoisting is relatively heavy. High standard.
实用新型内容Utility model content
本实用新型要解决的技术问题是:克服现有技术中之不足,提供一种可充分利用支护刚度、增强基坑稳定性、防水效果好的具有止水功能的板桩支护结构。The technical problem to be solved by the utility model is: to overcome the deficiencies in the prior art, to provide a sheet pile support structure that can make full use of the support stiffness, enhance the stability of the foundation pit, have a good waterproof effect and have a water-stop function.
本实用新型解决其技术问题所采用的技术方案是:一种具有止水功能的板桩支护结构,用于基坑周壁的挡土止水,包括沿基坑支护定位线间隔排列的板桩,所述的板桩两侧面均具有凹槽,相邻板桩的凹槽之间设有用于挡土止水的砼搭板,砼搭板的两端嵌入所述凹槽内,砼搭板两端与凹槽连接处设有用于防水的橡胶止水带。The technical scheme adopted by the utility model to solve the technical problem is: a sheet pile support structure with water-stop function, which is used for retaining soil and water-stop on the surrounding wall of the foundation pit, including plates arranged at intervals along the foundation pit support positioning line piles, the two sides of the sheet piles have grooves, the grooves of adjacent sheet piles are provided with concrete lapping boards for retaining soil and water, the two ends of the concrete lapping boards are embedded in the grooves, and the concrete lapping boards There is a rubber waterstop for waterproofing at the connection between the two ends of the board and the groove.
优选地,所述的凹槽为方形条带状。Preferably, the grooves are in the shape of square strips.
优选地,所述的板桩伸入基坑底部土层深度为基坑深度的50%~80%。Preferably, the depth of the sheet pile extending into the soil layer at the bottom of the foundation pit is 50% to 80% of the depth of the foundation pit.
所述的橡胶止水带伸入基坑底部土层深度为基坑深度的10%。The depth of the rubber waterstop extending into the soil layer at the bottom of the foundation pit is 10% of the depth of the foundation pit.
本实用新型的有益效果是:本实用新型采用装配式施工,方便快捷,具有较强的工程实用性,砼搭板起到挡土挡水的作用,橡胶止水带起到防水密封作用,并可适当加大板桩间距,充分利用支护结构的刚度,保证支护结构的整体性,有效提高基坑工程的安全稳定性,尤其适用于相对规则的中小基坑工程。The beneficial effects of the utility model are: the utility model adopts assembly construction, which is convenient and fast, and has strong engineering practicability. The distance between the sheet piles can be appropriately increased to make full use of the rigidity of the support structure to ensure the integrity of the support structure and effectively improve the safety and stability of the foundation pit project, especially suitable for relatively regular small and medium-sized foundation pit projects.
附图说明Description of drawings
下面结合附图和实施方式对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的施工立面结构示意图。Fig. 1 is the construction facade structure schematic diagram of the utility model.
图2本发明的平面示意图。Fig. 2 is a schematic plan view of the present invention.
图中1.板桩2.凹槽3.砼搭板4.橡胶止水带5.基坑In the figure 1. Sheet pile 2. Groove 3. Concrete board 4. Rubber waterstop 5. Foundation pit
具体实施方式detailed description
现在结合附图对本实用新型作进一步的说明。这些附图均为简化的示意图仅以示意方式说明本实用新型的基本结构,因此其仅显示与本实用新型有关的构成。The utility model is described further in conjunction with accompanying drawing now. These drawings are simplified schematic diagrams only to illustrate the basic structure of the utility model in a schematic way, so they only show the configurations related to the utility model.
如图1、图2所示的一种具有止水功能的板桩支护结构,用于有效深度小于等于10m的基坑5周壁的挡土止水,包括沿基坑5支护定位线间隔排列的板桩1,所述的板桩1两侧面均具有方形条带状的凹槽2,相邻板桩1的凹槽2之间设有用于挡土止水的砼搭板3,砼搭板3的两端嵌入所述凹槽2内,砼搭板3两端与凹槽2连接处设有用于防水的橡胶止水带4。As shown in Figure 1 and Figure 2, a sheet pile support structure with water-stopping function is used for retaining and water-stopping the 5 surrounding walls of the foundation pit with an effective depth less than or equal to 10m, including the distance along the 5 support positioning lines of the foundation pit Arranged sheet piles 1, both sides of the sheet piles 1 have square strip-shaped grooves 2, between the grooves 2 of adjacent sheet piles 1, there are concrete lapping boards 3 for retaining soil and water. Both ends of the board 3 are embedded in the groove 2, and a rubber waterstop 4 for waterproofing is provided at the connection between the two ends of the board 3 and the groove 2.
其中板桩1伸入基坑5底部土层深度为基坑5深度的80%;橡胶止水带4伸入基坑5底部土层深度为基坑5深度的10%。Wherein the depth of sheet pile 1 extending into the bottom soil layer of foundation pit 5 is 80% of the depth of foundation pit 5; the depth of rubber waterstop 4 extending into the bottom soil layer of foundation pit 5 is 10% of the depth of foundation pit 5.
采用上述具有止水功能的板桩支护结构实施基坑支护的施工步骤如下:The construction steps for foundation pit support using the above-mentioned sheet pile support structure with water-stop function are as follows:
a、按照基坑5支护设计参数,预制或购置板桩1、砼搭板3;a. According to the support design parameters of foundation pit 5, prefabricate or purchase sheet pile 1 and concrete lap slab 3;
b、沿板桩1的凹槽2内周壁嵌入橡胶止水带4;b. Embed rubber waterstop 4 along the inner peripheral wall of groove 2 of sheet pile 1;
c、沿基坑5支护定位线,采用三轴搅拌桩成槽;c. Along the 5 support positioning lines of the foundation pit, three-axis stirring piles are used to form grooves;
d、通过导槽定位,依次插入板桩1,相邻板桩1的凹槽2彼此相对;d. Position through the guide groove, insert sheet piles 1 in sequence, and the grooves 2 of adjacent sheet piles 1 are opposite to each other;
e、对准板桩1的凹槽2位置,插入砼搭板3,砼搭板3两端的顶面和两侧面分别与橡胶止水带4紧贴;e. Align the position of the groove 2 of the sheet pile 1, insert the concrete strap 3, and the top surface and both sides of the concrete strap 3 are closely attached to the rubber waterstop 4 respectively;
f、重复上述b~e步骤,将板桩1与砼搭板3不断连接在一起,最终围合形成具有止水功能的板桩支护结构。f. Repeat steps b to e above to continuously connect the sheet pile 1 and the concrete lap 3 to form a sheet pile support structure with a water-stop function.
本实施方式中,板桩1采用钢筋混凝土制成,基坑5深度为10m,板桩1伸入基坑5底部土层深度为8m,橡胶止水带4伸入基坑5底部土层深度为1m。In this embodiment, the sheet pile 1 is made of reinforced concrete, the depth of the foundation pit 5 is 10m, the depth of the sheet pile 1 extending into the bottom soil layer of the foundation pit 5 is 8m, and the depth of the rubber waterstop 4 extending into the bottom soil layer of the foundation pit 5 1m.
本实用新型采用装配式施工,方便快捷,砼搭板3起到挡土挡水的作用,橡胶止水带4起到防水密封作用,并可适当加大板桩1间距,从而将基坑5支护形式从常规的平面模式扩展到空间模式,加强了支护结构的整体性,有效提高了支护结构的刚度,并充分利用支护结构的刚度,保证支护结构的整体性,有效提高基坑5工程的安全稳定性,尤其适用于相对规则的中小基坑5工程。The utility model adopts assembled construction, which is convenient and quick. The concrete board 3 plays the role of retaining soil and water, and the rubber waterstop 4 plays the role of waterproof sealing, and the distance between the sheet piles 1 can be appropriately increased, so that the foundation pit 5 The support form is extended from the conventional plane mode to the space mode, which strengthens the integrity of the support structure, effectively improves the stiffness of the support structure, and makes full use of the stiffness of the support structure to ensure the integrity of the support structure and effectively improve The safety and stability of the foundation pit 5 project is especially suitable for relatively regular small and medium-sized foundation pit 5 projects.
上述实施方式只为说明本实用新型的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并加以实施,并不能以此限制本实用新型的保护范围,凡根据本实用新型精神实质所作的等效变化或修饰,都应涵盖在本实用新型的保护范围内。The above-mentioned embodiments are only to illustrate the technical conception and characteristics of the present utility model. Equivalent changes or modifications made by the spirit of the present utility model shall be covered within the protection scope of the present utility model.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520768967.4U CN205012352U (en) | 2015-09-30 | 2015-09-30 | Sheet pile supporting construction with stagnant water function |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520768967.4U CN205012352U (en) | 2015-09-30 | 2015-09-30 | Sheet pile supporting construction with stagnant water function |
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| CN205012352U true CN205012352U (en) | 2016-02-03 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256811A (en) * | 2015-09-30 | 2016-01-20 | 常州大学怀德学院 | Sheet pile supporting structure with water stopping function and construction method |
| CN106400811A (en) * | 2016-08-12 | 2017-02-15 | 武汉志和岩土工程有限公司 | Construction method for framework top-down overlapped assembly type foundation pit structure |
| CN109914447A (en) * | 2019-04-15 | 2019-06-21 | 陈林 | A kind of foundation pit support system |
-
2015
- 2015-09-30 CN CN201520768967.4U patent/CN205012352U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256811A (en) * | 2015-09-30 | 2016-01-20 | 常州大学怀德学院 | Sheet pile supporting structure with water stopping function and construction method |
| CN105256811B (en) * | 2015-09-30 | 2017-04-19 | 常州大学怀德学院 | Construction method for foundation pit supporting and protecting through sheet pile supporting structure with water stopping function |
| CN106400811A (en) * | 2016-08-12 | 2017-02-15 | 武汉志和岩土工程有限公司 | Construction method for framework top-down overlapped assembly type foundation pit structure |
| CN106400811B (en) * | 2016-08-12 | 2018-07-06 | 武汉志和岩土工程有限公司 | Frame is inverse to make foldable assembled foundation pit structure construction method |
| CN109914447A (en) * | 2019-04-15 | 2019-06-21 | 陈林 | A kind of foundation pit support system |
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Granted publication date: 20160203 Termination date: 20200930 |
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