CN108252317A - A kind of assembling type base of adjustable lateral support - Google Patents
A kind of assembling type base of adjustable lateral support Download PDFInfo
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- CN108252317A CN108252317A CN201810005095.4A CN201810005095A CN108252317A CN 108252317 A CN108252317 A CN 108252317A CN 201810005095 A CN201810005095 A CN 201810005095A CN 108252317 A CN108252317 A CN 108252317A
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- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract 1
- 230000001681 protective effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000004575 stone Substances 0.000 description 3
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 2
- 230000009916 joint effect Effects 0.000 description 2
- 239000013521 mastic Substances 0.000 description 2
- 229910052717 sulfur Inorganic materials 0.000 description 2
- 239000011593 sulfur Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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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
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Abstract
Description
技术领域technical field
本发明属于建筑物或构筑物地基基础技术领域,尤其涉及一种可调节侧向支撑的装配式基础。The invention belongs to the technical field of foundations of buildings or structures, and in particular relates to an assembled foundation with adjustable lateral support.
背景技术Background technique
在一些寒冷、昼夜温差较大或者高海拔的地区,采用现浇混凝土进行基础施工不但需要耗费大量的人力和物力,而且容易因施工和养护不到位导致基础发生质量缺陷。因此,在极端恶劣天气条件下,利用装配式基础取代现浇混凝土基础的施工工艺应任而生,但装配式基础对自身的整体性要求较高,在水平力与上拔力同时作用下,传统装配式基础在预制加工过程中存在误差和较大间隙,导致拼装过程中螺栓的紧固程度不同,使得基础受力后容易产生松动与变形,进而对基础的整体性造成较大影响。In some cold, large temperature difference between day and night or high altitude areas, the use of cast-in-place concrete for foundation construction not only requires a lot of manpower and material resources, but also easily leads to quality defects in the foundation due to inadequate construction and maintenance. Therefore, under extreme weather conditions, the construction technology of using prefabricated foundations instead of cast-in-place concrete foundations came into being. However, prefabricated foundations have higher requirements for their integrity. There are errors and large gaps in the prefabrication process of the type foundation, which lead to different tightening degrees of the bolts during the assembly process, which makes the foundation prone to loosening and deformation after being stressed, which in turn has a great impact on the integrity of the foundation.
发明内容Contents of the invention
本发明为了解决现有装配式基础在水平力与上拔力共同作用下容易受力不均从而导致基础整体性降低的问题,提供了一种可调节侧向支撑的装配式基础。In order to solve the problem that the existing prefabricated foundation is easy to receive uneven force under the joint action of horizontal force and uplifting force, which leads to the reduction of the integrity of the foundation, the present invention provides a prefabricated foundation with adjustable lateral support.
本发明是通过如下技术方案实现的:一种可调节侧向支撑的装配式基础,包括基础底板、基础立柱和侧向斜撑,基础底板呈方形且中部设置有杯口,基础底板在其对角线位置对称设置有侧向调节组件,杯口内插接有基础立柱,基础立柱和杯口的空隙内浇筑有细石混凝土,基础立柱的上部设置有箍式节点板,箍式节点板和侧向调节组件间均连接有侧向斜撑。The present invention is achieved through the following technical solutions: an assembled foundation with adjustable lateral support, including a foundation bottom plate, foundation columns and lateral diagonal braces, the foundation bottom plate is square and has a cup opening in the middle, and the foundation bottom plate is opposite to it. The position of the corner line is symmetrically equipped with lateral adjustment components, and the foundation column is inserted into the cup mouth. Fine stone concrete is poured in the gap between the foundation column and the cup mouth. Lateral diagonal braces are connected between the adjustment components.
侧向调节组件包括带轨道的调节板,带轨道的调节板中部设置有两条平行的T型轨道,T型轨道内设置有能够滑动的T型螺栓,带轨道的调节板两侧呈阶梯状且上部固定有定位扣件,定位扣件固定在基础底板上,T型螺栓连接有滑动板,滑动板中部垂直设置有连接板,连接板与侧向斜撑的一端固定连接。The lateral adjustment assembly includes an adjustment plate with a track. There are two parallel T-shaped tracks in the middle of the adjustment plate with tracks. There are T-shaped bolts that can slide inside the T-shaped track. The two sides of the adjustment plate with tracks are stepped. And the upper part is fixed with a positioning fastener, the positioning fastener is fixed on the base plate, the T-shaped bolt is connected with a sliding plate, the middle part of the sliding plate is vertically provided with a connecting plate, and the connecting plate is fixedly connected with one end of the lateral brace.
侧向斜撑与基础底板间的初始角度可以为40°~50°的任意一个值,侧向斜撑与基础底板间相对于初始角度的变化范围为 -10°~10°。The initial angle between the lateral brace and the foundation floor can be any value from 40° to 50°, and the variation range between the lateral brace and the foundation floor relative to the initial angle is -10° to 10°.
基础底板包括底板组件A、底板组件B和底板组件C,底板组件A和底板组件C对称设置在底板组件B的两端,底板组件B的中部设置有杯口。The base floor includes a floor assembly A, a floor assembly B and a floor assembly C, the floor assembly A and the floor assembly C are symmetrically arranged at both ends of the floor assembly B, and the middle of the floor assembly B is provided with a cup.
侧向斜撑包括斜撑中间板,以及在斜撑中间板两侧对称固定连接的斜撑角钢,斜撑角钢与箍式节点板连接的一端开有两个圆孔。The lateral diagonal brace includes a diagonal brace middle plate, and diagonal brace angle steels symmetrically and fixedly connected on both sides of the diagonal brace middle plate. There are two round holes at the end of the diagonal brace angle steel connected to the hoop gusset plate.
箍式节点板包括箍式节点板主体,箍式节点板主体中部设置有能够贯穿基础立柱的方孔,箍式节点板主体底部四角位置设置有与侧向斜撑连接的转动节点板。The hoop gusset plate includes a hoop gusset plate main body, the middle part of the hoop gusset plate main body is provided with a square hole that can pass through the foundation column, and the bottom four corners of the hoop gusset plate main body are provided with rotating gusset plates connected with lateral braces.
转动节点板为梯形,转动节点板上开有连接圆孔和弧形孔,弧形孔内设置能够沿内弧面运动的弧形转动件,弧形转动件中部开有用于连接侧向斜撑的螺孔。The rotating gusset plate is trapezoidal, and there are connecting round holes and arc-shaped holes on the rotating gusset plate. An arc-shaped rotating part that can move along the inner arc surface is arranged in the arc-shaped hole. screw holes.
其中,侧向斜撑上部以箍式节点板为基点进行旋转,侧向斜撑下部通过侧向调节组件实现沿T型轨道的运动,使得装配式基础的水平受力实现动态平衡。Among them, the upper part of the lateral brace rotates with the hoop-type gusset plate as the base point, and the lower part of the lateral brace moves along the T-shaped track through the lateral adjustment component, so that the horizontal force of the prefabricated foundation is dynamically balanced.
本发明相比现有技术具有的技术特征以及产生的有益效果是:Compared with the technical characteristics of the prior art and the beneficial effects produced by the present invention are:
本发明通过对基础增加可以调整角度的侧向支撑,解决了原有装配式基础受水平力与上拔力共同作用容易导致基础整体性降低的问题,由于侧向斜撑与基础底板间的角度可调,使得该基础承受极限水平荷载的能力大大提高。本发明与钢筋混凝土基础结构相比,具有质量轻、装配化程度高、基础构件可拆卸且部分构件可重复利用等优点,同时避免了大量的湿作业步骤,整个施工过程绿色环保,响应了国家对建筑行业的号召,特别是对于寒冷、昼夜温差较大或者高海拔的地区的地基基础建设具有重要意义。The invention solves the problem that the integrity of the foundation is easily reduced due to the joint action of the horizontal force and the uplift force on the original assembled foundation by adding a lateral support that can adjust the angle to the foundation. Adjustable, the ability of the foundation to bear the ultimate horizontal load is greatly improved. Compared with the reinforced concrete foundation structure, the invention has the advantages of light weight, high degree of assembly, detachable foundation components and reusable parts of the components, and avoids a large number of wet work steps. The whole construction process is green and environmentally friendly, responding to the national The call to the construction industry is of great significance, especially for foundation construction in cold, large temperature difference between day and night or high altitude areas.
附图说明Description of drawings
图1为本发明装配式基础的立体结构示意图;Fig. 1 is the schematic diagram of the three-dimensional structure of the assembled foundation of the present invention;
图2为本发明装配式基础的结构示意正视图;Fig. 2 is a schematic front view of the structure of the assembled foundation of the present invention;
图3为图1中部分结构的立体示意图;Fig. 3 is a three-dimensional schematic diagram of part of the structure in Fig. 1;
图4为图1的结构示意俯视图;Figure 4 is a schematic top view of the structure of Figure 1;
图5为图4中侧向调节组件的结构示意图;Fig. 5 is a schematic structural view of the lateral adjustment assembly in Fig. 4;
图6为图1中箍式节点板的结构示意图;Fig. 6 is a structural schematic diagram of the hoop gusset plate in Fig. 1;
图7为图5带轨道的调节板的结构示意图;Fig. 7 is a schematic structural view of the adjusting plate with tracks in Fig. 5;
图8为图1中侧向斜撑的结构示意图;Fig. 8 is a schematic structural view of the lateral brace in Fig. 1;
图9为图2中侧向斜撑与箍式节点板连接的结构示意图;Fig. 9 is a schematic diagram of the connection between the lateral brace and the hoop gusset plate in Fig. 2;
图10为图6中转动节点板的结构示意图。Fig. 10 is a schematic structural diagram of the rotating gusset plate in Fig. 6 .
图中:1-基础底板,1.1-底板组件A,1.2-底板组件B,1.3-底板组件C,1.4-杯口,2-基础立柱,3-侧向斜撑,3.1-斜撑中间板,3.2-斜撑角钢,4-箍式节点板,4.1-箍式节点板主体,4.2-转动节点板,4.3-连接圆孔,4.4-弧形孔,4.5-弧形转动件,4.6-螺孔 ,5-侧向调节组件,5.1-带轨道的调节板,5.2-T型轨道,5.3-T型螺栓,5.4-滑动板,5.5-连接板,6-定位扣件。In the figure: 1-base base plate, 1.1-base plate component A, 1.2-base plate component B, 1.3-base plate component C, 1.4-cup mouth, 2-foundation column, 3-lateral diagonal brace, 3.1-diagonal brace middle plate, 3.2-Diagonal bracing angle steel, 4-Hoop gusset plate, 4.1-Hoop gusset plate main body, 4.2-Rotating gusset plate, 4.3-Connecting round hole, 4.4-Arc hole, 4.5-Arc turning piece, 4.6-Screw hole , 5-lateral adjustment assembly, 5.1-adjustment plate with track, 5.2-T-shaped track, 5.3-T-shaped bolt, 5.4-sliding plate, 5.5-connecting plate, 6-positioning fastener.
具体实施方式Detailed ways
参照图1~图10对本发明进行进一步阐述,一种可调节侧向支撑的装配式基础,包括基础底板1、基础立柱2和侧向斜撑3,基础底板1呈方形且中部设置有杯口1.4,基础底板1在其对角线位置分别设置有侧向调节组件5,杯口1.4内插接有基础立柱2,基础立柱2和杯口1.4的空隙内浇筑有细石混凝土,基础立柱2的上部设置有箍式节点板4,箍式节点板4和侧向调节组件5间均连接有侧向斜撑3,其中,基础立柱2和箍式节点板4的空隙内填充减震硫磺胶泥。The present invention is further elaborated with reference to Figures 1 to 10, an assembled foundation with adjustable lateral support, including a base plate 1, a base column 2 and lateral braces 3, the base plate 1 is square and has a cup opening in the middle 1.4, the foundation bottom plate 1 is provided with lateral adjustment components 5 at its diagonal positions, and the foundation column 2 is inserted into the cup mouth 1.4, fine stone concrete is poured in the gap between the foundation column 2 and the cup mouth 1.4, and the foundation column 2 The upper part is provided with a hoop gusset plate 4, and lateral diagonal braces 3 are connected between the hoop gusset plate 4 and the lateral adjustment assembly 5, wherein the gap between the foundation column 2 and the hoop gusset plate 4 is filled with shock-absorbing sulfur mastic .
为了便于运输和组装,可将基础底板1进行分块设置,作为优选,将基础底板1分成三块,包括底板组件A1.1、底板组件B1.2和底板组件C1.3,底板组件A1.1和底板组件C1.3对称设置在底板组件B1.2的两端,底板组件B1.2的中部设置有杯口1.4。基础底板1的厚度根据具体的受力要求进行设置,底板组件A1.1、底板组件B1.2和底板组件C1.3间可利用螺栓连接或者榫卯连接后再利用螺栓进行固定,底板组件B1.2的杯口1.4应大于基础立柱2,便于后期插入基础立柱2后利用细石混凝土对杯口1.4和基础立柱2的间隙填充固定。In order to facilitate transportation and assembly, the base plate 1 can be divided into blocks. As a preference, the base plate 1 is divided into three pieces, including the base plate assembly A1.1, the base plate assembly B1.2 and the base plate assembly C1.3, and the base plate assembly A1. 1 and the bottom plate assembly C1.3 are arranged symmetrically at both ends of the bottom plate assembly B1.2, and the middle part of the bottom plate assembly B1.2 is provided with a cup opening 1.4. The thickness of the base plate 1 is set according to the specific force requirements. The base plate component A1.1, the base plate component B1.2 and the base plate component C1.3 can be connected by bolts or mortise and tenon joints and then fixed by bolts. The base plate component B1 The cup mouth 1.4 of .2 should be larger than the foundation column 2, so that the gap between the cup mouth 1.4 and the foundation column 2 can be filled and fixed with fine stone concrete after the foundation column 2 is inserted later.
将侧向调节组件5利用定位扣件6将其固定在基础底板1上,其中定位扣件6为一体成型且相互垂直的结构部件(类似角钢),且上部设置有固定孔,固定时利用定位扣件6的一边压紧侧向调节组件5中带轨道的调节板5.1的边缘,同时利用螺栓穿过固定孔后将其固定在基础底板1上。其中,侧向调节组件5包括带轨道的调节板5.1,带轨道的调节板5.1中部设置有两条平行的T型轨道5.2,T型轨道5.2内设置有能够滑动的T型螺栓5.3,带轨道的调节板5.1两侧呈阶梯状且上部固定有定位扣件6,定位扣件6固定在基础底板1上,T型螺栓5.3连接有滑动板5.4,滑动板5.4中部垂直设置有连接板5.5,连接板5.5与侧向斜撑3的一端固定连接。侧向斜撑3与基础底板1间的初始角度可以为40°~50°的任意一个值;受力后,侧向斜撑3与基础底板1间相对于初始角度的变化范围为 -10°~10°。其中,侧向斜撑3与基础底板1间的角度选择根据设计和受力分析进行提前预设。为保证基础的水平受力要求,安装要保证四个侧向调节组件5对称安装。Fix the lateral adjustment assembly 5 on the foundation base plate 1 by using positioning fasteners 6, wherein the positioning fasteners 6 are integrally formed and mutually perpendicular structural components (similar to angle steel), and the upper part is provided with fixing holes, and the positioning fasteners are used for fixing. One side of the fastener 6 presses the edge of the adjusting plate 5.1 with the track in the lateral adjustment assembly 5, and simultaneously utilizes bolts to pass through the fixing holes to fix it on the foundation base plate 1. Wherein, the lateral adjustment assembly 5 includes an adjustment plate 5.1 with a track, two parallel T-shaped tracks 5.2 are arranged in the middle of the adjustment plate 5.1 with a track, and a T-shaped bolt 5.3 capable of sliding is arranged in the T-shaped track 5.2, and a track The two sides of the adjusting plate 5.1 are stepped and the upper part is fixed with a positioning fastener 6, the positioning fastener 6 is fixed on the base plate 1, the T-shaped bolt 5.3 is connected with a sliding plate 5.4, and the middle part of the sliding plate 5.4 is vertically provided with a connecting plate 5.5, The connecting plate 5.5 is fixedly connected with one end of the lateral brace 3 . The initial angle between the lateral brace 3 and the base plate 1 can be any value from 40° to 50°; after the force is applied, the variation range between the lateral brace 3 and the base plate 1 relative to the initial angle is -10° ~10°. Among them, the selection of the angle between the lateral brace 3 and the base plate 1 is preset in advance according to the design and force analysis. In order to ensure the horizontal force requirements of the foundation, the installation should ensure that the four lateral adjustment components 5 are installed symmetrically.
侧向斜撑3包括斜撑中间板3.1,以及在斜撑中间板3.1两侧对称固定连接的斜撑角钢3.2,斜撑角钢3.2与箍式节点板4连接的一端开有两个圆孔。箍式节点板4包括箍式节点板主体4.1,箍式节点板主体4.1中部设置有能够贯穿基础立柱2的方孔,箍式节点板主体4.1底部四角位置设置有与侧向斜撑3连接的转动节点板4.2。转动节点板4.2为梯形,转动节点板4.2上开有连接圆孔4.3和弧形孔4.4,弧形孔4.4内设置能够沿内弧面运动的弧形转动件4.5,弧形转动件4.5中部开有用于连接侧向斜撑3的螺孔4.6。基础立柱2和箍式节点板4的空隙内填充减震硫磺胶泥,使得箍式节点板4相对于基础立柱2保持相对固定。The lateral bracing 3 includes a bracing middle plate 3.1, and a diagonal bracing angle steel 3.2 symmetrically fixedly connected to both sides of the diagonal bracing middle plate 3.1, and two round holes are opened at the end connecting the diagonal bracing angle steel 3.2 and the hoop gusset plate 4. The hoop-type gusset plate 4 includes a hoop-type gusset plate main body 4.1. The middle part of the hoop-type gusset plate main body 4.1 is provided with a square hole that can penetrate the foundation column 2. The bottom four corners of the hoop-type gusset plate main body 4.1 are provided with lateral braces 3. Turn gusset plate 4.2. The rotating gusset plate 4.2 is trapezoidal, and the rotating gusset plate 4.2 is provided with a connecting circular hole 4.3 and an arc-shaped hole 4.4. An arc-shaped rotating part 4.5 capable of moving along the inner arc surface is arranged in the arc-shaped hole 4.4, and the middle part of the arc-shaped rotating part 4.5 is opened. There are screw holes 4.6 for connecting the lateral braces 3. The gap between the foundation column 2 and the hoop-type gusset plate 4 is filled with shock-absorbing sulfur mastic so that the hoop-type gusset plate 4 remains relatively fixed relative to the foundation column 2 .
其中,侧向斜撑3与转动节点板4.2的连接,是通过将转动节点板4.2插入到侧向斜撑3的两根斜撑角钢3.2中部,通过螺栓分别将转动节点板4.2的连接圆孔4.3和弧形转动件4.5的螺孔4.6与斜撑角钢3.2的两个圆孔连接即可。当侧向斜撑3与基础底板1间的角度发生变化时,侧向斜撑3通过与螺杆配合的弧形转动件4.5和连接圆孔4.3,以及与带轨道的调节板的滑动配合,实现了基础在水平方向的受力调整。弧形转动件4.5可以为整体结构,也可以为组合式结构。Among them, the connection between the lateral diagonal brace 3 and the rotating gusset plate 4.2 is to insert the rotating gusset plate 4.2 into the middle of the two diagonal brace angle steels 3.2 of the lateral diagonal brace 3, and respectively connect the connecting round holes of the rotating gusset plate 4.2 through bolts. 4.3 and the screw hole 4.6 of the arc-shaped rotating part 4.5 can be connected with two round holes of the angled steel 3.2. When the angle between the lateral brace 3 and the base plate 1 changes, the lateral brace 3 is realized through the arc-shaped rotating part 4.5 that cooperates with the screw rod, the connecting round hole 4.3, and the sliding fit with the adjustment plate with track. The force adjustment of the foundation in the horizontal direction is realized. The arc-shaped rotating part 4.5 can be a whole structure or a combined structure.
基础组装过程中使用的螺栓均为高强螺栓,且高强螺栓的拧紧过程严格按照初拧、复拧和终拧的顺序进行;当组装完成并保证基础具备受力能力后,可进行上部构件的施工。在上部构件力的作用下,本发明装配式基础通过可调节的侧向支撑,解决了原有装配式基础受水平力与上拔力共同作用后会使基础整体性降低,甚至造成连接件变形开裂或整体失稳的情况发生。The bolts used in the foundation assembly process are all high-strength bolts, and the tightening process of high-strength bolts is strictly carried out in the order of initial tightening, re-tightening and final tightening; when the assembly is completed and the foundation is guaranteed to have the force-bearing capacity, the construction of the upper component can be carried out . Under the action of the upper component force, the assembled foundation of the present invention uses adjustable lateral support to solve the problem that the original assembled foundation will reduce the integrity of the foundation and even cause the deformation of the connecting parts when the original assembled foundation is subjected to the combined action of horizontal force and uplift force. Cracking or overall instability occurs.
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