CN207436065U - Suspension device - Google Patents
Suspension device Download PDFInfo
- Publication number
- CN207436065U CN207436065U CN201720727773.9U CN201720727773U CN207436065U CN 207436065 U CN207436065 U CN 207436065U CN 201720727773 U CN201720727773 U CN 201720727773U CN 207436065 U CN207436065 U CN 207436065U
- Authority
- CN
- China
- Prior art keywords
- foundation
- columns
- column
- support
- support body
- 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
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
本实用新型提供了一种支护装置。其中,该装置包括:支撑体、多根第一立柱以及与各第一立柱对应设置的多个底座;其中,各第一立柱并列设置于支撑体和地面之间,支撑体的第一端与各第一立柱的第一端相连接,第二端用于与基础相连接并将对基础的支撑力传递给各第一立柱;各底座置于地面上且与各第一立柱的第二端对应连接,用于调节各第一立柱相对于地面的高度以使支撑体与基础紧密贴合并将各第一立柱受到的作用力传递至地面。本实用新型中,增大了整个装置的支护强度和受力面积;通过底座调节各第一立柱相对于地面的高度以使支撑体与基础紧密贴合,保证设备放置在基础上时,支撑体整体处于受力状态,提高了装置的安全系数。
The utility model provides a supporting device. Wherein, the device includes: a support body, a plurality of first columns, and a plurality of bases corresponding to each first column; wherein, each first column is arranged side by side between the support body and the ground, and the first end of the support body is connected to the ground. The first ends of each first column are connected, and the second end is used to connect with the foundation and transmit the supporting force to the foundation to each first column; each base is placed on the ground and connected to the second end of each first column The corresponding connection is used to adjust the height of each first upright column relative to the ground so that the support body and the foundation are closely attached and transfer the force received by each first upright column to the ground. In the utility model, the supporting strength and force-bearing area of the whole device are increased; the height of each first column relative to the ground is adjusted through the base so that the support body and the foundation are closely attached to ensure that when the equipment is placed on the foundation, the support The body as a whole is in a stressed state, which improves the safety factor of the device.
Description
技术领域technical field
本实用新型涉及建筑支护技术领域,具体而言,涉及一种支护装置。The utility model relates to the technical field of building support, in particular to a support device.
背景技术Background technique
在建筑施工现场,一方面,由于早期设计上的缺陷,或是设备改造中需要更换更大的设备时,导致原有基础已无法满足设备的自身重量;另一方面,大型设备吊装也常需要制作基础支护,吊装设备临时放置需加固支撑薄弱的基础。一般而言,基础支护方法是从地下室树立起大直径的钢管或者型钢,均匀支撑在薄弱的基础上,从而达到基础之后的承重能力。根据现场需要支护的高度,切割出钢管尺寸,然后运送到地下室支护的位置,由于钢管本身重量大,靠人力无法架起,而在地下室也无法使用行车或汽车吊吊装,所以通过在基础上开洞的方法,从地下室顶部悬挂手拉葫芦,通过手拉葫芦把钢管树立起来,并通过斜垫板使钢管和顶部紧紧接触,达到支护效果。On the construction site, on the one hand, due to early design defects, or when larger equipment needs to be replaced during equipment transformation, the original foundation can no longer meet the weight of the equipment itself; on the other hand, the hoisting of large equipment often requires Make the foundation support and temporarily place the hoisting equipment to strengthen the weak foundation. Generally speaking, the foundation support method is to erect large-diameter steel pipes or section steel from the basement, and evenly support it on the weak foundation, so as to achieve the load-bearing capacity behind the foundation. According to the height of the support required on site, cut out the size of the steel pipe, and then transport it to the support position in the basement. Due to the heavy weight of the steel pipe itself, it cannot be erected by manpower, and it cannot be hoisted by driving or truck crane in the basement. The method of opening the upper hole is to hang the chain hoist from the top of the basement, erect the steel pipe through the chain hoist, and make the steel pipe and the top tightly contact through the inclined pad to achieve the support effect.
目前,支护方式繁多,但对基础支护效果各不相同,常见的有以下两种支护方法。第一种方法:将斜垫板放置在钢管的顶部,然后打紧斜垫板。这种方法看起来简单省事,但是钢管和顶部基础本来的面接触,却变成来点接触,势必影响到钢管的预期承重能力。第二种方法:当需要支护部位有多条支梁时,通过不同长度的钢管的分别支撑在支梁上和基础上。由于支梁一般数量较多,此方法要使用多出近一倍的钢管作为支撑,极大浪费了主材、时间和人力成本。At present, there are many support methods, but the effects on foundation support are different. The following two support methods are common. The first method: place the inclined backing plate on the top of the steel pipe, and then tighten the inclined backing plate. This method seems simple and trouble-free, but the original surface contact between the steel pipe and the top foundation has become point contact, which will inevitably affect the expected load-bearing capacity of the steel pipe. The second method: when there are multiple support beams at the support site, steel pipes of different lengths are used to support the support beams and the foundation respectively. Since the number of support beams is generally large, this method uses nearly twice as many steel pipes as supports, which greatly wastes the cost of main materials, time and labor.
实用新型内容Utility model content
鉴于此,本实用新型提出了一种支护装置,旨在解决现有支护装置对基础的支护强度较弱而导致的基础承重效果较差和使用安全系数较低的问题。In view of this, the utility model proposes a support device, aiming at solving the problems of poor foundation load-bearing effect and low use safety factor caused by the weak support strength of the existing support device to the foundation.
一个方面,本实用新型提出了一种支护装置,其特征在于,包括:支撑体、多根第一立柱以及与各所述第一立柱对应设置的多个底座;其中,各所述第一立柱并列设置于所述支撑体和地面之间,所述支撑体的第一端与各所述第一立柱的第一端相连接,第二端用于与基础相连接并将对基础的支撑力传递给各所述第一立柱;各所述底座置于地面上且与各所述第一立柱的第二端对应连接,用于调节各第一立柱相对于地面的高度以使支撑体与基础紧密贴合并将各所述第一立柱受到的作用力传递至地面。In one aspect, the utility model proposes a support device, which is characterized in that it includes: a support body, a plurality of first uprights, and a plurality of bases corresponding to each of the first uprights; wherein, each of the first uprights The columns are arranged side by side between the support body and the ground, the first end of the support body is connected to the first end of each first column, and the second end is used to connect with the foundation and support the foundation The force is transmitted to each of the first columns; each of the bases is placed on the ground and correspondingly connected to the second end of each of the first columns, and is used to adjust the height of each of the first columns relative to the ground so that the support body is in contact with the ground. The foundation closely fits and transmits the force received by each of the first columns to the ground.
进一步地,上述支护装置中,所述支撑体包括至少两根工字钢;其中,各所述工字钢并列设置且连接在一起。Further, in the above support device, the support body includes at least two I-beams; wherein each of the I-beams is arranged side by side and connected together.
进一步地,上述支护装置中,各所述第一立柱等间距设置。Further, in the above supporting device, each of the first columns is arranged at equal intervals.
进一步地,上述支护装置中,所述底座包括:第一连接板、调节板和第二连接板;其中,所述第一连接板与所述第一立柱相连接,所述第二连接板用于与地面相连接,所述调节板置于所述第一连接板和所述第二连接板之间,用于调节所述第一立柱相对于地面的高度以使支撑体与基础紧密贴合。Further, in the above supporting device, the base includes: a first connecting plate, an adjusting plate and a second connecting plate; wherein, the first connecting plate is connected to the first column, and the second connecting plate For connecting with the ground, the adjustment plate is placed between the first connection plate and the second connection plate, and is used to adjust the height of the first column relative to the ground so that the support body is closely attached to the foundation combine.
进一步地,上述支护装置中,所述调节板包括:斜垫板和平垫板;其中,所述平垫板置于所述第一连接板和所述第二连接板之间,用于调节所述第一立柱相对于地面的高度;所述斜垫板与所述平垫板相配合,插置于所述第一连接板和所述第二连接板之间,以调平所述第一立柱。Further, in the above supporting device, the adjusting plate includes: an inclined backing plate and a flat backing plate; wherein, the flat backing plate is placed between the first connecting plate and the second connecting plate for adjusting The height of the first column relative to the ground; the inclined backing plate cooperates with the flat backing plate and is inserted between the first connecting plate and the second connecting plate to level the first connecting plate a column.
进一步地,上述支护装置中,所述支撑体与基础间并列设置有多个第二立柱和多个对应设置的底座;其中,所述支撑体的第一端与各所述第一立柱的第一端相连接,第二端用于与基础上的支梁相连接以支撑所述支梁;各所述第二立柱的第一端用于与基础相连接,第二端与各所述底座的第一端相连接,所述底座的第二端与所述支撑体的第二端相连接,用于调节第二立柱与基础之间的贴合程度并将对基础的支撑力传递给各所述第二立柱。Further, in the above-mentioned support device, a plurality of second columns and a plurality of correspondingly arranged bases are arranged side by side between the support body and the foundation; wherein, the first end of the support body is connected to each of the first columns The first ends are connected, and the second ends are used to connect with the support beams on the foundation to support the support beams; the first ends of each of the second columns are used to be connected to the foundation, and the second ends are connected to each of the said support beams. The first end of the base is connected, and the second end of the base is connected with the second end of the support body, which is used to adjust the fitting degree between the second column and the foundation and transfer the supporting force to the foundation to the Each of the second columns.
进一步地,上述支护装置中,各所述第二立柱等间距设置。Further, in the above supporting device, the second columns are arranged at equal intervals.
进一步地,上述支护装置中,所述支撑体的两端与各所述第一立柱之间设置有第一加强筋。Further, in the above support device, a first reinforcement rib is provided between both ends of the support body and each of the first columns.
进一步地,上述支护装置中,所述支撑体与各所述第一立柱的连接处设置有第二加强筋。Further, in the above support device, a second reinforcement rib is provided at the connection between the support body and each of the first columns.
进一步地,上述支护装置中,各所述第一立柱为钢管;和/或各所述第二立柱为钢管。Further, in the above supporting device, each of the first columns is a steel pipe; and/or each of the second columns is a steel pipe.
本实用新型中,各第一立柱通过支撑体连接为一体,增大了整个装置的支护强度和受力面积;通过底座调节各第一立柱相对于地面的高度以使支撑体与基础紧密贴合,保证设备放置在基础上时,支撑体整体处于受力状态,再通过支撑体将作用力传递给每根第一立柱,最后经底座传递给地面,提高了整个装置的安全系数。In the utility model, each first column is connected as a whole through a support body, which increases the support strength and stress area of the whole device; the height of each first column relative to the ground is adjusted through the base to make the support body closely adhere to the foundation It is combined to ensure that when the equipment is placed on the foundation, the support body is under stress as a whole, and then the force is transmitted to each first column through the support body, and finally transmitted to the ground through the base, which improves the safety factor of the entire device.
附图说明Description of drawings
通过阅读下文优选实施方式的详细描述,各种其他的优点和益处对于本领域普通技术人员将变得清楚明了。附图仅用于示出优选实施方式的目的,而并不认为是对本实用新型的限制。而且在整个附图中,用相同的参考符号表示相同的部件。在附图中:Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiment. The drawings are only for the purpose of illustrating preferred embodiments, and are not considered to limit the present invention. Also throughout the drawings, the same reference numerals are used to designate the same parts. In the attached picture:
图1为本实用新型实施例提供的支护装置的结构示意图;Fig. 1 is the structural representation of the support device that the utility model embodiment provides;
图2为图1的局部放大图;Figure 2 is a partially enlarged view of Figure 1;
图3为本实用新型实施例提供的支护装置的又一结构示意图。Fig. 3 is another structural schematic diagram of the support device provided by the embodiment of the present invention.
具体实施方式Detailed ways
下面将参照附图更详细地描述本公开的示例性实施例。虽然附图中显示了本公开的示例性实施例,然而应当理解,可以以各种形式实现本公开而不应被这里阐述的实施例所限制。相反,提供这些实施例是为了能够更透彻地理解本公开,并且能够将本公开的范围完整的传达给本领域的技术人员。需要说明的是,在不冲突的情况下,本实用新型中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本实用新型。Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided for more thorough understanding of the present disclosure and to fully convey the scope of the present disclosure to those skilled in the art. It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. The utility model will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
参见图1和图2,图中示出了本实用新型实施例提供的支护装置的优选结构。如图所示,该支护装置包括:支撑体1、多根第一立柱2以及与各第一立柱2对应设置的多个底座3。具体地,支撑体1可以包括至少两根工字钢,例如可以选用两根尺寸为200*200*10的工字型钢的工字钢,并排放置且焊接在一起。第一立柱2可以选用钢管,例如直径为400mm的钢管。第一立柱2的高度和数量以及底座3的数量可以根据实际情况进行确定,本实施例对其不作任何限定。Referring to Fig. 1 and Fig. 2, the preferred structure of the supporting device provided by the embodiment of the present invention is shown in the figure. As shown in the figure, the supporting device includes: a support body 1 , a plurality of first columns 2 and a plurality of bases 3 corresponding to the first columns 2 . Specifically, the support body 1 may include at least two I-shaped steels, for example, two I-shaped steels with a size of 200*200*10 may be selected, placed side by side and welded together. The first column 2 can be a steel pipe, such as a steel pipe with a diameter of 400mm. The height and number of the first columns 2 and the number of the bases 3 can be determined according to the actual situation, which is not limited in this embodiment.
其中,各第一立柱2并列设置于支撑体1和地面之间,支撑体1的第一端 (图1中所示的下端)与各第一立柱2的第一端(图1中所示的上端)相连接,第二端(图1中所示的上端)用于与基础4相连接并将对基础4的支撑力传递给各立柱2。各底座3置于地面上且与各第一立柱2的第二端(图1中所示的下端)对应连接,用于调节各第一立柱相对于地面的高度以使支撑体与基础紧密贴合并将各第一立柱2受到的作用力传递至地面。具体地,各第一立柱2可以等间距地设置于支撑体1与地面之间,使得各第一立柱2受力均匀;各第一立柱2的顶部可以分别焊接于支撑体1,各第一立柱2的底部分别与对应的底座3相连接。Wherein, each first column 2 is arranged side by side between the support body 1 and the ground, the first end (the lower end shown in Figure 1 ) of the support body 1 and the first end (shown in Figure 1 ) of each first column 2 The upper end) is connected, and the second end (the upper end shown in FIG. 1 ) is used to connect with the foundation 4 and transmit the supporting force of the foundation 4 to each column 2 . Each base 3 is placed on the ground and is correspondingly connected with the second end (the lower end shown in FIG. 1 ) of each first column 2, and is used to adjust the height of each first column relative to the ground so that the support body is closely attached to the foundation. Combined to transmit the acting force received by each first column 2 to the ground. Specifically, each first column 2 can be arranged between the support body 1 and the ground at equal intervals, so that each first column 2 is evenly stressed; the top of each first column 2 can be welded to the support body 1 respectively, and each first The bottoms of the columns 2 are respectively connected with the corresponding bases 3 .
底座3可以包括:第一连接板31、调节板32和第二连接板33。具体地,第一连接板31和第二连接板33可以为方形钢板,例如30mm的钢板,调节板 32可以为方形铁板。其中,第一连接板31与第一立柱2相连接,第二连接板 33用于与地面相连接,调节板32置于第一连接板31和第二连接板33之间,用于调节第一立柱2相对于地面的高度以使支撑体1与基础紧密贴合。具体地,第一连接板31可以焊接于第一立柱2的下端管口处,第二连接板33上开设有多个螺栓孔,通过将多个膨胀螺栓穿设于各个螺栓孔中,实现第二连接板33 与地面的固定连接。调节板32可以为具有一定倾斜度或平整度的铁板,具体实施时,可以根据实际中对支撑体1与基础4的贴合程度要求,选择不同规格的调节板32。各底座3一方面可以根据实际需要调节第一立柱2相对于地面的高度,以使支撑体1紧紧顶住基础4,另一方面可以将第一立柱2受到的作用力传递至地面。The base 3 may include: a first connecting plate 31 , an adjusting plate 32 and a second connecting plate 33 . Specifically, the first connecting plate 31 and the second connecting plate 33 can be square steel plates, such as 30mm steel plates, and the adjusting plate 32 can be square iron plates. Wherein, the first connecting plate 31 is connected with the first column 2, the second connecting plate 33 is used for connecting with the ground, and the adjusting plate 32 is placed between the first connecting plate 31 and the second connecting plate 33 for adjusting the first connecting plate 31 and the second connecting plate 33. The height of a column 2 relative to the ground is such that the support body 1 is closely attached to the foundation. Specifically, the first connecting plate 31 can be welded to the nozzle at the lower end of the first column 2, and the second connecting plate 33 is provided with a plurality of bolt holes. The second connecting plate 33 is fixedly connected to the ground. The adjustment plate 32 can be an iron plate with a certain inclination or flatness. During specific implementation, the adjustment plate 32 of different specifications can be selected according to the requirements for the bonding degree of the support body 1 and the foundation 4 in practice. On the one hand, the bases 3 can adjust the height of the first column 2 relative to the ground according to actual needs, so that the support body 1 can firmly withstand the foundation 4, and on the other hand, can transmit the force received by the first column 2 to the ground.
本实施例中,各第一立柱2通过支撑体1连接为一体,增大了整个装置的支护强度和受力面积;通过底座调节各第一立柱相对于地面的高度以使支撑体 1与基础4紧密贴合,保证设备放置在基础上时,支撑体1整体处于受力状态,再通过支撑体1将作用力传递给每根第一立柱2,最后经底座3传递给地面,提高了整个装置的安全系数,解决了现有支护装置对基础的支护强度较弱而导致的基础承重效果较差和使用安全系数较低的问题。In this embodiment, each first column 2 is connected as a whole through the support body 1, which increases the support strength and force-bearing area of the whole device; the height of each first column relative to the ground is adjusted through the base to make the support body 1 and The foundation 4 is closely fitted to ensure that when the equipment is placed on the foundation, the supporting body 1 is under stress as a whole, and then the force is transmitted to each first column 2 through the supporting body 1, and finally transmitted to the ground through the base 3, which improves the The safety factor of the whole device solves the problems of poor foundation load-bearing effect and low use safety factor caused by the weak support strength of the existing support device to the foundation.
继续参见图2,上述实施例中,调节板32可以包括:斜垫板321和平垫板 322。Continuing to refer to FIG. 2 , in the above embodiment, the adjusting plate 32 may include: an inclined backing plate 321 and a flat backing plate 322 .
平垫板322置于第一连接板31和第二连接板33之间,用于调节第一立柱 2相对于地面的高度,斜垫板321与平垫板322相配合,插置于第一连接板31 和第二连接板33之间,以调平第一立柱2。具体地,可以在第一连接板31和第二连接板32之间放置平垫板322以调整第一立柱2的高度,再通过斜垫板 321调平第一立柱2,斜垫板321的斜度和平垫板322的厚度可以根据实际情况进行选择,例如,可以选用斜度为1:25的斜垫板。具体实施时,可以选用8 组平垫板322和斜垫板321调整第一立柱2的高度,使得支撑体1与基础4紧密贴合。The flat backing plate 322 is placed between the first connecting plate 31 and the second connecting plate 33, and is used to adjust the height of the first column 2 relative to the ground. The inclined backing plate 321 matches the flat backing plate 322 and is inserted in the between the connecting plate 31 and the second connecting plate 33 to level the first column 2 . Specifically, a flat backing plate 322 can be placed between the first connecting plate 31 and the second connecting plate 32 to adjust the height of the first column 2, and then the first column 2 can be leveled by the slanting backing plate 321, and the slanting backing plate 321 The thickness of the inclination and flat backing plate 322 can be selected according to the actual situation, for example, an inclined backing plate with an inclination of 1:25 can be selected. During specific implementation, 8 sets of flat backing plates 322 and inclined backing plates 321 can be selected to adjust the height of the first column 2 so that the support body 1 and the foundation 4 are in close contact.
可以看出,通过斜垫板321和平垫板322,能使顶部工字钢紧紧顶住基础 4,更好的增加基础4的承重能力,进而提高了基础4的安全系数;此外,制作及安装方便,减少了人力成本,并节省了材料,缩短了施工时间。It can be seen that, through the inclined backing plate 321 and the flat backing plate 322, the top I-beam can be tightly supported against the foundation 4, which can better increase the load-bearing capacity of the foundation 4, thereby improving the safety factor of the foundation 4; in addition, the production and It is easy to install, reduces labor costs, saves materials, and shortens construction time.
参见图3,上述实施例中,支撑体1与基础4间并列设置有多个第二立柱 7和多个对应设置的底座3。其中,支撑体1的第一端(图3所示的下端)与各第一立柱2的第一端(图3所示的上端)相连接,第二端(图3所示的下端) 用于与基础4上的支梁8相连接以支撑支梁8。各第二立柱7的第一端(图3 所示的上端)用于与基础4相连接,第二端(图3所示的下端)与各底座3的第一端(图3所示的上端)相连接,底座3的第二端(图3所示的下端)与支撑体1的第二端(图3所示的上端)相连接,用于调节第二立柱7与基础4之间的贴合程度并将对基础4的支撑力传递给各第二立柱7。具体地,第二立柱 7可以为钢管。第二立柱7的高度和直径可以根据实际情况进行确定,本实施例对其不做任何限定。各第二立柱7可以并列设置于各支梁8之间,以使得各第二立柱7受力平衡。各底座3与各第二立柱的连接关系,同上述实施例中,各第一立柱2与各底座3的连接关系,此处不再赘述。Referring to Fig. 3, in the above-mentioned embodiment, a plurality of second columns 7 and a plurality of correspondingly arranged bases 3 are arranged side by side between the support body 1 and the foundation 4. Wherein, the first end (the lower end shown in Figure 3) of the support body 1 is connected with the first end (the upper end shown in Figure 3) of each first column 2, and the second end (the lower end shown in Figure 3) is used It is connected with the support beam 8 on the foundation 4 to support the support beam 8. The first end (the upper end shown in Figure 3) of each second column 7 is used to be connected with the foundation 4, and the second end (the lower end shown in Figure 3) is connected with the first end (the upper end shown in Figure 3) of each base 3 upper end), the second end of the base 3 (the lower end shown in Figure 3) is connected to the second end of the support body 1 (the upper end shown in Figure 3), and is used to adjust the distance between the second column 7 and the foundation 4 The degree of fit and transfer the supporting force to the foundation 4 to each second column 7. Specifically, the second column 7 can be a steel pipe. The height and diameter of the second column 7 can be determined according to the actual situation, which is not limited in this embodiment. Each second upright column 7 can be arranged in parallel between each support beam 8, so that each second upright column 7 is balanced in force. The connection relationship between each base 3 and each second column is the same as the connection relationship between each first column 2 and each base 3 in the above embodiment, and will not be repeated here.
可以看出,通过增加各第二立柱7对基础4进行支护,使得第二立柱7能紧贴基础,增加了带有支梁8的基础4的承重支点,也减少了材料的使用,降低了施工成本,同时,也节约了施工时间。It can be seen that by increasing the second columns 7 to support the foundation 4, the second columns 7 can be close to the foundation, increasing the load-bearing fulcrum of the foundation 4 with the support beam 8, and reducing the use of materials and reducing the The construction cost is reduced, and at the same time, the construction time is also saved.
上述各实施例中,支撑体1的两端与各第一立柱2之间设置有第一加强筋 5。设置第一加强筋5使得支撑体1与第一立柱2之间的连接更加稳固,也增强了支撑体1的承重能力。In each of the above-mentioned embodiments, first reinforcing ribs 5 are provided between both ends of the support body 1 and each first upright post 2 . The provision of the first reinforcing rib 5 makes the connection between the support body 1 and the first column 2 more stable, and also enhances the load-bearing capacity of the support body 1 .
优选地,支撑体1与各第一立柱2的连接处设置有第二加强筋6。在支撑体1的承重点处焊接第二加强筋,进一步增加了基础的承重安全系数。Preferably, second reinforcing ribs 6 are provided at the joints between the supporting body 1 and each first column 2 . The second reinforcing rib is welded at the load-bearing point of the support body 1 to further increase the load-bearing safety factor of the foundation.
综上,本实用新型中,各第一立柱2通过支撑体1连接为一体,增大了整个装置的支护强度和受力面积;通过底座调节各第一立柱相对于地面的高度以使支撑体1与基础4紧密贴合,保证设备放置在基础上时,支撑体1整体处于受力状态,再通过支撑体1将作用力传递给每根第一立柱2,最后经底座3传递给地面,提高了整个装置的安全系数,本实用新型提供的支护装置,除适用于工业基础支护加固,也可使用于基建、建筑行业的基础支护,适用范围较为广泛。此外,该支护装置通过现场实际使用,对基础加固后,通过长时间设备放置,基础没有出现任何细小裂纹,可以看出其支护效果较优。To sum up, in the utility model, each first column 2 is connected as a whole through the support body 1, which increases the support strength and stress area of the whole device; the height of each first column relative to the ground is adjusted through the base to support The body 1 and the foundation 4 are closely attached to ensure that when the equipment is placed on the foundation, the support body 1 is under stress as a whole, and then the force is transmitted to each first column 2 through the support body 1, and finally transmitted to the ground through the base 3 , The safety factor of the whole device is improved. The support device provided by the utility model is not only suitable for industrial foundation support reinforcement, but also can be used for foundation support in infrastructure and construction industries, and has a wide range of applications. In addition, the supporting device has been actually used on site, and after the foundation has been reinforced, the foundation has not shown any tiny cracks after a long period of equipment placement, which shows that its supporting effect is better.
显然,本领域的技术人员可以对本实用新型进行各种改动和变型而不脱离本实用新型的精神和范围。这样,倘若本实用新型的这些修改和变型属于本实用新型权利要求及其等同技术的范围之内,则本实用新型也意图包含这些改动和变型在内。Obviously, those skilled in the art can make various changes and modifications to the utility model without departing from the spirit and scope of the utility model. In this way, if these modifications and variations of the utility model fall within the scope of the claims of the utility model and equivalent technologies thereof, the utility model is also intended to include these modifications and variations.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720727773.9U CN207436065U (en) | 2017-06-21 | 2017-06-21 | Suspension device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720727773.9U CN207436065U (en) | 2017-06-21 | 2017-06-21 | Suspension device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207436065U true CN207436065U (en) | 2018-06-01 |
Family
ID=62395096
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720727773.9U Expired - Fee Related CN207436065U (en) | 2017-06-21 | 2017-06-21 | Suspension device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207436065U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112762700A (en) * | 2021-02-05 | 2021-05-07 | 上海东富龙科技股份有限公司 | Freeze dryer rack structure with upper and lower structures |
-
2017
- 2017-06-21 CN CN201720727773.9U patent/CN207436065U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112762700A (en) * | 2021-02-05 | 2021-05-07 | 上海东富龙科技股份有限公司 | Freeze dryer rack structure with upper and lower structures |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104141383A (en) | Bailey beam suspension formwork supporting system and construction method thereof | |
CN203947771U (en) | A kind of Bailey beam pendent form support system | |
CN103643800A (en) | Lifting installation system for buckling restrained supporting member and construction method thereof | |
CN102296858A (en) | Cement production line clinker storage warehouse roof steel structure and construction method thereof | |
CN103410101A (en) | Tower crane conversion method for construction of parabola-shaped ultrahigh pier | |
CN109457814B (en) | Construction method for top cover of high-rise and large-diameter building based on Bailey truss structure | |
CN108915153A (en) | Assembly concrete superposed column installation method and system | |
CN111456422A (en) | Belt supporting device and method for conical steel truss on top of sliding-form silo of squat silo wall | |
CN115467421A (en) | Hoisting construction method for complex large-span steel roof | |
CN114314323A (en) | A kind of prefabricated component hanger and hoisting rectification method | |
CN108755439A (en) | Universal telescopic support frame suitable for V-shaped bridge pier and mounting method | |
CN112324131B (en) | One-frame dual-purpose large-span stiff beam construction structure and construction method thereof | |
CN205242885U (en) | Lightweight concrete prefabricated staircase connection structure | |
CN207436065U (en) | Suspension device | |
CN111042575A (en) | Steel structure upright post reinforcing structure and method for basement roof temporary road | |
CN103866993B (en) | Adjustable support and construction method thereof | |
CN204753397U (en) | Temporary mounting hanger for steel box bridge | |
CN106836325A (en) | A kind of outdoor construction elevator strengthening of foundation device | |
CN101476280A (en) | Variable height double-layer combined steel pipe concrete arch rib and its construction method | |
CN213741569U (en) | Prefabricated concrete assembled high support | |
CN213683191U (en) | One-frame dual-purpose large-span stiff beam construction structure | |
CN107237515A (en) | The support meanss and its application method of circular steel truss structure | |
CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
CN105239799A (en) | Prefabricated culture gallery device | |
CN206385750U (en) | A kind of mixed structure precast stair |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180601 |