CN106120699B - One kind building composite foundation - Google Patents
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- CN106120699B CN106120699B CN201610688355.3A CN201610688355A CN106120699B CN 106120699 B CN106120699 B CN 106120699B CN 201610688355 A CN201610688355 A CN 201610688355A CN 106120699 B CN106120699 B CN 106120699B
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- 239000002131 composite material Substances 0.000 title claims abstract description 12
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 10
- 238000005520 cutting process Methods 0.000 claims description 17
- 238000009434 installation Methods 0.000 claims 2
- 230000010354 integration Effects 0.000 claims 1
- 238000000034 method Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- Life Sciences & Earth Sciences (AREA)
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- General Life Sciences & Earth Sciences (AREA)
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- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
一种建筑复合地基,包括自上而下排列的混凝土浇筑层、基础层、褥垫层,褥垫层的下部设有基础桩,基础桩为空心柱体,基础桩内能够填充混凝土,基础桩插入至桩间土内,基础桩的下端为封闭的尖端,基础桩的侧部外周开设数条竖向的条形缝隙,条形缝隙自上而下有数排,每一排的每两条条形缝隙之间的部分形成挂片,挂片的上部与基础桩一体化连接,挂片的下端与基础桩之间通过连接条一体连接。本发明中,基础桩插入至地面后,能够将挂片展开,从而增大基础桩与桩间土之间的接触面积,基础桩在受到上部建筑物的传来的拉力或者横下摇摆时,由于挂片形成的倒齿的结构,能够提高稳定性。
A building composite foundation, comprising a concrete pouring layer, a foundation layer, and a cushion layer arranged from top to bottom, foundation piles are arranged at the lower part of the cushion layer, the foundation piles are hollow cylinders, the foundation piles can be filled with concrete, and the foundation piles Inserted into the soil between the piles, the lower end of the foundation pile is a closed tip, and several vertical strip-shaped gaps are opened on the outer periphery of the side of the foundation pile. There are several rows of strip-shaped gaps from top to bottom, and every two strips in each row The part between the shaped gaps forms a hanging piece, the upper part of the hanging piece is integrally connected with the foundation pile, and the lower end of the hanging piece is integrally connected with the foundation pile through a connecting strip. In the present invention, after the foundation pile is inserted into the ground, the hanger can be unfolded, thereby increasing the contact area between the foundation pile and the soil between the piles. Due to the structure of the inverted tooth formed by the hanging piece, the stability can be improved.
Description
技术领域technical field
本发明属于土木工程领域,具体地说是一种建筑复合地基。The invention belongs to the field of civil engineering, in particular to a building composite foundation.
背景技术Background technique
土木工程中,地基是建筑物稳定的重要的部件。目前,建筑物的地基的基础桩为直接插入至地面中,在收到地上建筑物的横向受力后,会发生轻微的偏斜。基础桩与地下的土地接触面积有限,需要插入较深或者使用较多的数量。In civil engineering, the foundation is an important part of the stability of the building. At present, the foundation piles of the foundation of the building are directly inserted into the ground, and will be slightly deflected after receiving the lateral force of the building on the ground. The ground contact area between the foundation pile and the ground is limited, so it needs to be inserted deeper or use a larger number.
发明内容Contents of the invention
本发明提供一种建筑复合地基,用以解决现有技术中的缺陷。The invention provides a building composite foundation to solve the defects in the prior art.
本发明通过以下技术方案予以实现:The present invention is achieved through the following technical solutions:
一种建筑复合地基,包括自上而下排列的混凝土浇筑层、基础层、褥垫层,褥垫层的下部设有基础桩,基础桩为空心柱体,基础桩内能够填充混凝土,基础桩插入至桩间土内,基础桩的下端为封闭的尖端,基础桩的侧部外周开设数条竖向的条形缝隙,条形缝隙自上而下有数排,每一排的每两条条形缝隙之间的部分形成挂片,挂片的上部与基础桩一体化连接,挂片的下端与基础桩之间通过连接条一体连接,基础桩的中心处设有中柱,中柱的下端与基础桩的底部配合;还包括套装在中柱上的滑动套,滑动套外周分别设有活塞杆均朝外的数个第一气缸和数个第三气缸,第一气缸和第三气缸数量相同,一个第一气缸和一个第三气缸位于同一平面,第一气缸的位置高于第三气缸的位置,第一气缸的活塞杆安装推块,推块朝向挂片,第三气缸的活塞杆上安装切割电机,切割电机的输出轴连接切割盘的转轴,切割盘能够与挂片下部的连接条配合;滑动套的上部连接拉绳的一端,拉绳的上端位于基础桩的上端外部。A building composite foundation, comprising a concrete pouring layer, a foundation layer, and a cushion layer arranged from top to bottom, foundation piles are arranged at the lower part of the cushion layer, the foundation piles are hollow cylinders, the foundation piles can be filled with concrete, and the foundation piles Inserted into the soil between the piles, the lower end of the foundation pile is a closed tip, and several vertical strip-shaped gaps are opened on the outer periphery of the side of the foundation pile. There are several rows of strip-shaped gaps from top to bottom, and every two strips in each row The part between the shaped gaps forms a hanging piece, the upper part of the hanging piece is integrally connected with the foundation pile, the lower end of the hanging piece is integrally connected with the foundation pile through a connecting strip, the center of the foundation pile is provided with a central column, and the lower end of the central column Cooperate with the bottom of the foundation pile; it also includes a sliding sleeve set on the center column, and the outer circumference of the sliding sleeve is respectively provided with several first cylinders and several third cylinders with piston rods facing outward, the number of the first cylinder and the third cylinder Similarly, a first cylinder and a third cylinder are located on the same plane, the position of the first cylinder is higher than that of the third cylinder, the piston rod of the first cylinder is equipped with a push block, and the push block faces the hanger, and the piston rod of the third cylinder A cutting motor is installed on the top, the output shaft of the cutting motor is connected to the rotating shaft of the cutting disc, and the cutting disc can cooperate with the connecting strip at the lower part of the hanging piece; the upper part of the sliding sleeve is connected to one end of the stay rope, and the upper end of the stay cord is located outside the upper end of the foundation pile.
如上所述的一种建筑复合地基,所述的滑动套外周安装活塞杆均朝外数个第二气缸,第二气缸位于相邻的第一气缸之间,第二气缸的活塞杆上安装轮架,轮架上安装滚轮电机,滚轮电机的输出轴连接滚轮,基础桩的内壁上固定安装竖向的导向条,导向条位于挂片之间的位置,滚轮能够与导向条配合;导向条上设有数个凸块,凸块上下排列,滚轮能被凸块卡主,滚轮被卡在状态下,切割盘能够与挂片下部的连接条配合。In the construction compound foundation as described above, the outer periphery of the sliding sleeve is equipped with several second cylinders with piston rods facing outwards, the second cylinders are located between adjacent first cylinders, and the piston rods of the second cylinders are equipped with wheel A roller motor is installed on the wheel frame, the output shaft of the roller motor is connected to the roller, and a vertical guide strip is fixedly installed on the inner wall of the foundation pile. The guide strip is located between the hanging pieces, and the roller can cooperate with the guide strip; There are several bumps, the bumps are arranged up and down, the roller can be locked by the bumps, and when the roller is stuck, the cutting disc can cooperate with the connecting strip at the lower part of the hanging piece.
如上所述的一种建筑复合地基,所述的推块的截面为梯形,梯形的上底的长度小于下底的长度。According to the building composite foundation described above, the section of the push block is trapezoidal, and the length of the upper bottom of the trapezoid is smaller than the length of the lower bottom.
本发明的优点是:本发明中,基础桩插入至地面后,能够将挂片展开,从而增大基础桩与桩间土之间的接触面积,基础桩在受到上部建筑物的传来的拉力或者横下摇摆时,由于挂片形成的倒齿的结构,能够提高稳定性。本发明与其他的复合地基相比,在相同稳定性的基础上,基础桩的使用数量可以减少1/2,基础桩的插入深度能够减少1/2,有效节约材料。The advantages of the present invention are: in the present invention, after the foundation pile is inserted into the ground, the hanging piece can be unfolded, thereby increasing the contact area between the foundation pile and the soil between the piles, and the foundation pile receives the pulling force transmitted from the superstructure Or when swinging sideways, the stability can be improved due to the inverted tooth structure formed by the hanging piece. Compared with other composite foundations, the present invention can reduce the number of foundation piles by 1/2 and the insertion depth of foundation piles by 1/2 on the basis of the same stability, thereby effectively saving materials.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作一简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are some embodiments of the present invention. For those skilled in the art, other drawings can also be obtained according to these drawings without any creative effort.
图1是本发明的结构示意图;图2是基础桩5的结构示意图;图3是图2的A向视图的放大图;图4是沿图3B-B线的剖视图;图5是图3的Ⅰ局部放大图;图6是基础桩5使用状态的的结构示意图。Fig. 1 is a schematic structural view of the present invention; Fig. 2 is a schematic structural view of foundation pile 5; Fig. 3 is an enlarged view of the A direction view of Fig. 2; Fig. 4 is a sectional view along Fig. 3B-B line; Fig. 5 is a sectional view of Fig. 3 Ⅰ Partial enlarged view; FIG. 6 is a structural schematic diagram of the foundation pile 5 in use.
图号标注:1混凝土浇筑层,2基础层,3褥垫层,4桩间土,5基础桩,6挂片,7条形缝隙,8连接条,9中柱,10滑动套,11第一气缸,12推块,13切割盘,14第二气缸,15第三气缸,16切割电机,17轮架,18滚轮,19凸块,20导向条,21滚轮电机,22拉绳。Drawing number marked: 1 Concrete pouring layer, 2 Foundation layer, 3 Cushion layer, 4 Soil between piles, 5 Foundation piles, 6 Hanging pieces, 7 Strip-shaped gaps, 8 Connecting strips, 9 Center columns, 10 Sliding sleeves, 11 Section One cylinder, 12 push blocks, 13 cutting discs, 14 second cylinders, 15 third cylinders, 16 cutting motors, 17 wheel frames, 18 rollers, 19 projections, 20 guide strips, 21 roller motors, 22 stay ropes.
具体实施方式Detailed ways
为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.
一种建筑复合地基,如图所示,包括自上而下排列的混凝土浇筑层1、基础层2、褥垫层3,褥垫层3的下部设有基础桩5,基础桩5为空心柱体,基础桩5内能够填充混凝土,基础桩5插入至桩间土4内,基础桩5的下端为封闭的尖端,基础桩5的侧部外周开设数条竖向的条形缝隙7,条形缝隙7自上而下有数排,每一排的每两条条形缝隙7之间的部分形成挂片6,挂片6的上部与基础桩5一体化连接,挂片6的下端与基础桩5之间通过连接条8一体连接,基础桩5的中心处设有中柱9,中柱9的下端与基础桩5的底部配合;还包括套装在中柱9上的滑动套10,滑动套10外周分别设有活塞杆均朝外的数个第一气缸11和数个第三气缸15,第一气缸11和第三气缸15数量相同,一个第一气缸11和一个第三气缸15位于同一平面,第一气缸11的位置高于第三气缸15的位置,第一气缸11的活塞杆安装推块12,推块12朝向挂片6,第三气缸15的活塞杆上安装切割电机16,切割电机16的输出轴连接切割盘13的转轴,切割盘13能够与挂片6下部的连接条8配合;滑动套10的上部连接拉绳22的一端,拉绳22的上端位于基础桩5的上端外部。本发明中,基础桩5插入至地面后,能够将挂片6展开,从而增大基础桩5与桩间土4之间的接触面积,基础桩5在受到上部建筑物的传来的拉力或者横下摇摆时,由于挂片6形成的倒齿的结构,能够提高稳定性。本发明与其他的复合地基相比,在相同稳定性的基础上,基础桩5的使用数量可以减少1/2,基础桩5的插入深度能够减少1/2,有效节约材料。A building composite foundation, as shown in the figure, includes a concrete pouring layer 1, a foundation layer 2, and a cushion layer 3 arranged from top to bottom, and the bottom of the cushion layer 3 is provided with a foundation pile 5, and the foundation pile 5 is a hollow column body, the foundation pile 5 can be filled with concrete, the foundation pile 5 is inserted into the soil 4 between the piles, the lower end of the foundation pile 5 is a closed tip, and several vertical strip-shaped gaps 7 are opened on the outer periphery of the side of the foundation pile 5. There are several rows of strip-shaped gaps 7 from top to bottom, and the part between every two strip-shaped gaps 7 in each row forms a hanging piece 6. The upper part of the hanging piece 6 is integrated with the foundation pile 5, and the lower end of the hanging piece 6 is connected to the foundation The piles 5 are integrally connected by connecting strips 8, and the center of the foundation pile 5 is provided with a center column 9, and the lower end of the center column 9 matches the bottom of the foundation pile 5; it also includes a sliding sleeve 10 set on the center column 9, sliding The outer circumference of the cover 10 is respectively provided with several first cylinders 11 and several third cylinders 15 with piston rods facing outwards. The number of the first cylinders 11 and the third cylinders 15 is the same. On the same plane, the position of the first cylinder 11 is higher than the position of the third cylinder 15, the piston rod of the first cylinder 11 is equipped with a push block 12, and the push block 12 faces the hanging piece 6, and the cutting motor 16 is installed on the piston rod of the third cylinder 15 , the output shaft of the cutting motor 16 is connected to the rotating shaft of the cutting disc 13, and the cutting disc 13 can be matched with the connecting bar 8 at the bottom of the hanging piece 6; outside of the upper end. In the present invention, after the foundation pile 5 is inserted into the ground, the hanging piece 6 can be expanded, thereby increasing the contact area between the foundation pile 5 and the soil 4 between the piles, and the foundation pile 5 is subjected to the pulling force transmitted from the superstructure or When swinging down, the stability can be improved due to the inverted tooth structure formed by the hanging piece 6 . Compared with other composite foundations, the present invention can reduce the number of foundation piles 5 by 1/2 and the insertion depth of foundation piles 5 by 1/2 on the basis of the same stability, effectively saving materials.
具体而言,为了进一步提高稳定性,本实施例所述的滑动套10外周安装活塞杆均朝外数个第二气缸14,第二气缸14位于相邻的第一气缸11之间,第二气缸14的活塞杆上安装轮架17,轮架17上安装滚轮电机21,滚轮电机21的输出轴连接滚轮18,基础桩5的内壁上固定安装竖向的导向条20,导向条20位于挂片6之间的位置,滚轮18能够与导向条20配合;导向条20上设有数个凸块19,凸块19上下排列,滚轮18能被凸块19卡主,滚轮18被卡在状态下,切割盘13能够与挂片6下部的连接条8配合。通过滚轮18进一步在竖向上进行导向。在切割过程和推动挂片6的过程中,滚轮18被凸块19卡主,滑动套10的位置保持稳定,便于上述过程的操作。向下或者向上滑动时,第二气缸14回收,使滚轮18不在与凸块19配合,此时可以在拉绳22的拉动或者放线的情况移动。滚轮18本身自带动力,能够驱动沿基础桩5的内壁先上移动,降低拉动拉绳22的拉力,使移动更加方便。Specifically, in order to further improve stability, the piston rods installed on the outer periphery of the sliding sleeve 10 described in this embodiment are several second cylinders 14 facing outward, and the second cylinders 14 are located between adjacent first cylinders 11. Wheel frame 17 is installed on the piston rod of cylinder 14, and roller motor 21 is installed on wheel frame 17, and the output shaft of roller motor 21 is connected roller 18, and vertical guide bar 20 is fixedly installed on the inner wall of foundation pile 5, and guide bar 20 is positioned at hanging The position between the sheets 6, the roller 18 can cooperate with the guide strip 20; the guide strip 20 is provided with several bumps 19, the bumps 19 are arranged up and down, the roller 18 can be locked by the bump 19, and the roller 18 is stuck in the state , the cutting disc 13 can cooperate with the connecting strip 8 at the bottom of the hanging piece 6 . Further guidance in the vertical direction is provided by rollers 18 . During the cutting process and the process of pushing the hanging piece 6, the roller 18 is locked by the protrusion 19, and the position of the sliding sleeve 10 remains stable, which facilitates the operation of the above process. When sliding downwards or upwards, the second cylinder 14 is reclaimed, so that the roller 18 is no longer engaged with the projection 19, and can move under the pulling of the stay cord 22 or the situation of setting out the line. The roller 18 itself has its own power, which can be driven to move up earlier along the inner wall of the foundation pile 5, reducing the tension of pulling the stay cord 22, and making the movement more convenient.
具体的,为了推动挂片6的过程中均匀受力,本实施例所述的推块12的截面为梯形,梯形的上底的长度小于下底的长度。梯形的结构能够使推开的挂片6均匀的张开,避免中间部分变形,推开后使挂片6正确形成斜面。Specifically, in order to be evenly stressed during the process of pushing the hanging piece 6, the cross section of the push block 12 described in this embodiment is trapezoidal, and the length of the upper bottom of the trapezoid is smaller than the length of the lower bottom. The trapezoidal structure can make the hanging pieces 6 that are pushed open spread evenly, avoid deformation of the middle part, and make the hanging pieces 6 correctly form an inclined plane after being pushed away.
本发明的使用的过程为,在如图2所示的状态下现将基础桩5打入地下,通过拉绳22带动滑动套10沿中柱9向下移动,每到一层条形缝隙7处时,第三气缸15向外推,切割电机16转动带动切割盘13将连接条8切断;第一气缸11向外推动推块12把挂片6向外推,形成图6所示的状态,挤压的力量超过桩间土4形成压力。一般操作时,先从最下部的条形缝隙7进行操作,部分桩间土4会落入至基础桩5内,完成后向基础桩5内填充混凝土,再依次将混凝土浇筑层1、基础层2、褥垫层3按照现有的工艺制备而成。The process of using the present invention is, under the state shown in Figure 2, the foundation pile 5 is now driven into the ground, and the sliding sleeve 10 is driven by the stay rope 22 to move downward along the center column 9, and each layer of strip-shaped gap 7 is reached. At the same time, the third cylinder 15 pushes outward, and the cutting motor 16 rotates to drive the cutting disc 13 to cut off the connecting strip 8; the first cylinder 11 pushes the push block 12 outward to push the hanging piece 6 outward, forming the state shown in Figure 6 , the force of extrusion exceeds the pressure formed by the soil 4 between the piles. During general operation, first operate from the bottom strip gap 7, part of the soil between the piles 4 will fall into the foundation pile 5, after completion, fill the concrete into the foundation pile 5, and then pour the concrete layer 1, foundation layer 2. The cushion layer 3 is prepared according to the existing technology.
最后应说明的是:以上实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it can still be Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent replacements are made to some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.
Claims (3)
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CN201610688355.3A CN106120699B (en) | 2016-08-19 | 2016-08-19 | One kind building composite foundation |
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CN201610688355.3A CN106120699B (en) | 2016-08-19 | 2016-08-19 | One kind building composite foundation |
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CN114411679B (en) * | 2022-02-09 | 2024-06-14 | 新疆兵团勘测设计院集团股份有限公司 | Deep silt foundation treatment device and method thereof |
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CN2584668Y (en) * | 2002-08-28 | 2003-11-05 | 天津大学 | Concrete vertical bearing pile with overhanging wedge fin |
CN1216211C (en) * | 2003-10-15 | 2005-08-24 | 武维承 | Spine-like bored concrete pile construction technique and extrusion shaping machine thereof |
JP5294799B2 (en) * | 2008-10-29 | 2013-09-18 | 株式会社ラスコジャパン | Foundation pile for standing upright and method of standing upright using the same |
CN101672032B (en) * | 2009-09-27 | 2012-06-20 | 高荣江 | Foundation pile |
CN205907669U (en) * | 2016-08-19 | 2017-01-25 | 滁州职业技术学院 | Building composite foundation |
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