CN204570667U - Hand excavated pile aperture safety device - Google Patents
Hand excavated pile aperture safety device Download PDFInfo
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- CN204570667U CN204570667U CN201520002410.XU CN201520002410U CN204570667U CN 204570667 U CN204570667 U CN 204570667U CN 201520002410 U CN201520002410 U CN 201520002410U CN 204570667 U CN204570667 U CN 204570667U
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- 239000004567 concrete Substances 0.000 claims description 27
- 238000009412 basement excavation Methods 0.000 claims description 18
- 239000011150 reinforced concrete Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000000463 material Substances 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 208000027418 Wounds and injury Diseases 0.000 description 5
- 244000025254 Cannabis sativa Species 0.000 description 2
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 2
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 2
- 235000009120 camo Nutrition 0.000 description 2
- 235000005607 chanvre indien Nutrition 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011487 hemp Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 206010013647 Drowning Diseases 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
人工挖孔桩孔口安全防护装置是为了人工挖孔桩安全施工而设计的,属于建筑施工领域;人工挖孔桩孔口安全防护装置由孔口安全防护网与孔口防坠落混凝土圈、护壁与提升装置组成的;其中,孔口安全防护网由孔口安全防护网立柱与孔口安全防护网布组成的。本实用新型的有益效果是可以避免人工挖孔桩施工过程中雨水及坠物坠落到人工挖孔桩孔内,伤及人工挖孔桩孔内施工作业人员,可确保人工挖孔桩孔内施工作业安全。
The hole safety protection device for manual digging piles is designed for the safe construction of manual hole digging piles, and belongs to the field of construction; It is composed of a lifting device; wherein, the orifice safety protection net is composed of an orifice safety protection net column and an orifice safety protection mesh. The beneficial effect of the utility model is that it can prevent rainwater and falling objects from falling into the holes of the artificially-dug piles during the construction of the artificial-dug piles, which will injure the construction workers in the holes of the artificial-dug piles, and can ensure that the construction in the holes of the artificial-dug piles Job security.
Description
技术领域 technical field
人工挖孔桩孔口安全防护装置是为了人工挖孔桩安全施工而设计的,属于建筑施工领域。 The hole safety protection device for manual hole-digging piles is designed for the safe construction of manual hole-digging piles, and belongs to the field of building construction.
背景技术 Background technique
人工挖孔桩施工时由于在地下作业,安全隐患多;主要隐患有: Due to the underground operation of manual excavation piles, there are many potential safety hazards; the main hidden dangers are:
1、人工挖孔桩孔口较隐蔽,在地面作业的人员容易发生坠落事故; 1. The hole of the manual excavation pile is relatively hidden, and the personnel working on the ground are prone to fall accidents;
2、地面作业时,容易在人工挖孔桩孔口部位坠物,使井下作业人员受到伤害; 2. When working on the ground, it is easy to drop objects at the opening of the manual digging pile, which will hurt the underground workers;
3、雨水容易从井口进入,井内水不容易排出,井下作业人员容易发生淹溺; 3. Rainwater is easy to enter from the wellhead, and the water in the well is not easy to discharge, and the underground workers are prone to drowning;
4、人工挖孔桩深度较大,容易发生塌孔事故; 4. The depth of manual excavation piles is relatively large, and hole collapse accidents are prone to occur;
5、作业过程中作为垂直运输工具的提升装置容易滑脱,使坠物事故发生。 5. The hoisting device used as a vertical transportation tool is easy to slip during operation, causing falling objects accidents.
采用本实用新型可以解决这些问题。本实用新型设置的孔口安全防护网可以防止在地面作业的人员发生坠落事故的;孔口防坠落混凝土圈可以防止在人工挖孔桩孔口部位坠物,使井下作业人员受到伤害;也可以防止雨水从井口进入;设置护壁可以防止塌孔事故发生;设置提升装置并设置防滑齿轮可以防止提升装置容易滑脱,使坠物事故发生。 These problems can be solved by adopting the utility model. The orifice safety protection net provided by the utility model can prevent the personnel working on the ground from falling accidents; the anti-falling concrete ring at the orifice can prevent objects from falling at the orifice of the manual digging pile, causing the underground workers to be injured; Prevent rainwater from entering from the wellhead; set up retaining walls to prevent hole collapse accidents; set up lifting devices and anti-skid gears to prevent the lifting device from slipping easily and cause falling objects accidents.
实用新型内容 Utility model content
本方案的具体做法是: The specific approach of this program is:
如图1所示,人工挖孔桩孔口安全防护装置由孔口安全防护网1与孔口防坠落混凝土圈2、护壁3与提升装置4组成的;其中,孔口安全防护网1由孔口安全防护网立柱11与孔口安全防护网布12组成的;孔口防坠落混凝土圈2在人工挖孔桩孔口的上方地面处,孔口安全防护网1在孔口防坠落混凝土圈2的上方,孔口安全防护网立柱11嵌固在孔口防坠落混凝土圈2中;孔口安全防护网布12沿着孔口安全防护网立柱11外围,固定在孔口安全防护网立柱11上;孔口防坠落混凝土圈2在护壁3的顶部;护壁3沿着人工挖孔桩通长布置;提升装置4由提升装置支架41、提升装置中轴42、提升装置滚筒43、提升装置软索44、提升装置摇臂45、提升装置手柄46、防滑齿轮47与防滑锁扣48组成的;提升装置4布置在井口上方;提升装置中轴42两端分别支承在提升装置支架41上通过轴承与提升装置支架41固结;提升装置中轴42中间安装提升装置滚筒43,提升装置中轴42在提升装置滚筒43的中心平行于提升装置滚筒43穿过;提升装置软索44一端固定在提升装置滚筒43上,并缠绕在提升装置滚筒43上,另一端下垂入人工挖孔桩井口,与土框连接;提升装置摇臂45垂直于提升装置中轴42,在提升装置中轴42的一端,并于提升装置支架41的外侧,与提升装置中轴42固结;提升装置手柄46垂直于提升装置摇臂45,与提升装置摇臂45固结;防滑齿轮47的中心与提升装置中轴42的中心重合,与提升装置中轴42固结;防滑锁扣48位于防滑齿轮47的一侧,与防滑齿轮47搭接,搭接时,只允许防滑齿轮47正向旋转,不允许防滑齿轮47反向旋转,不搭接时允许防滑齿轮47反向旋转。 As shown in Figure 1, the safety protection device for the opening of the artificial hole digging pile is composed of the opening safety protection net 1, the anti-falling concrete ring 2, the retaining wall 3 and the lifting device 4; wherein, the opening safety protection net 1 is composed of the hole Mouth safety protection net column 11 and orifice safety protection mesh cloth 12 are formed; the orifice anti-fall concrete ring 2 is on the ground above the hole of the manual digging pile, and the orifice safety net 1 is placed on the orifice anti-fall concrete ring 2 Above, the orifice safety net column 11 is embedded in the orifice anti-fall concrete circle 2; the orifice safety net cloth 12 is fixed on the orifice safety net column 11 along the periphery of the orifice safety net column 11 The orifice anti-fall concrete ring 2 is on the top of the retaining wall 3; the retaining wall 3 is arranged along the full length of the artificial excavation pile; the lifting device 4 is composed of a lifting device bracket 41, a lifting device central axis 42, a lifting device drum 43, and a lifting device sling 44. The lifting device rocker arm 45, the lifting device handle 46, the anti-slip gear 47 and the anti-slip lock 48 are composed; the lifting device 4 is arranged above the wellhead; The lifting device bracket 41 is consolidated; the lifting device roller 43 is installed in the middle of the lifting device central axis 42, and the lifting device central axis 42 passes through the center of the lifting device roller 43 parallel to the lifting device roller 43; one end of the lifting device soft rope 44 is fixed on the lifting device On the drum 43, and wound on the hoisting device drum 43, the other end hangs down into the wellhead of the artificially dug hole pile, and is connected with the soil frame; And on the outside of the lifting device bracket 41, it is consolidated with the lifting device axis 42; the lifting device handle 46 is perpendicular to the lifting device rocker arm 45, and is consolidated with the lifting device rocker arm 45; the center of the anti-skid gear 47 is connected with the lifting device axis 42 The center coincides with the center shaft 42 of the lifting device; the anti-skid lock 48 is located on one side of the anti-skid gear 47, and overlaps with the anti-skid gear 47. When overlapping, only the anti-skid gear 47 is allowed to rotate forward, and the anti-skid gear 47 is not allowed Reverse rotation, anti-skid gear 47 is allowed to rotate reversely when not overlapping.
进一步,所述的孔口安全防护网立柱11是具有强度、刚度和稳定性杆状部件,优先推荐采用短钢管制成的,但不限于只采用材料制作;孔口安全防护网立柱11是固定在孔口防坠落混凝土圈2上部的,使用时与井口平面垂直。孔口安全防护网布12是具有可靠的强度的网状部件,优先推荐采用平网制作,但不限于只采用材料制作;通过孔口安全防护网立柱11,将孔口安全防护网布12围在孔口防坠落混凝土圈2的上部,与孔口安全防护网立柱11固结成整体,形成孔口安全防护网1。 Further, the orifice safety net column 11 is a rod-shaped component with strength, rigidity and stability, and it is recommended to use short steel pipes to make it, but not limited to only using materials; the orifice safety net column 11 is a fixed At the top of the anti-fall concrete ring 2 at the orifice, it is perpendicular to the wellhead plane during use. The orifice safety protection mesh 12 is a mesh part with reliable strength, and it is preferred to use a flat mesh to make it, but it is not limited to only using materials; through the orifice safety protection net post 11, the orifice safety protection mesh 12 is surrounded. On the top of the orifice anti-falling concrete ring 2, it is integrated with the orifice safety protection net column 11 to form the orifice safety protection net 1.
孔口防坠落混凝土圈2是在人工挖孔桩孔口的上方地面处设立的钢筋混凝土井口圈,优先推荐采用强度等级不低于C20的混凝土制作,但不限于只采用材料制作;钢筋混凝土井口圈的内径不小于人工挖孔桩的设计直径,钢筋混凝土井口圈的高度应露出地面不小于300毫米的高度,钢筋混凝土井口圈的厚度不小于200毫米;孔口防坠落混凝土圈2与护壁3严密固结,且高出地面。 The anti-fall concrete ring 2 for the hole opening is a reinforced concrete wellhead ring set up on the ground above the hole hole of the manual excavation pile. It is recommended to use concrete with a strength grade of not lower than C20 to make it, but not limited to only materials; reinforced concrete wellhead The inner diameter of the ring is not less than the design diameter of the artificial excavation pile, the height of the reinforced concrete wellhead ring should be exposed to the ground not less than 300mm, and the thickness of the reinforced concrete wellhead ring is not less than 200mm; the hole anti-fall concrete ring 2 and the retaining wall 3 Tightly consolidated and raised above the ground.
人工挖孔桩护壁3是在人工挖孔过程中设置的,上口小,下口大的防止人工挖孔桩孔壁土体塌方的安全装置,人工挖孔过程中,每挖一段就得护壁一次,优先推荐采用强度等级不低于C20的钢筋混凝土制作,但不限于只采用材料制作;桩护壁3的高度为每开挖深度达到1米时设置1次;桩护壁3的厚度不小于200毫米;桩护壁3的内孔上口小,下口大;桩护壁3自上而下全程设置,直到开挖到人工挖孔的扩大头,护壁3一直做到扩大头的上方。 The manual digging pile retaining wall 3 is set during the manual digging process. The upper opening is small and the lower opening is large. It is a safety device to prevent the soil collapse of the manual digging pile hole wall. Once, it is preferred to use reinforced concrete with a strength grade of not less than C20, but not limited to only materials; the height of the pile retaining wall 3 is set once every time the excavation depth reaches 1 meter; the thickness of the pile retaining wall 3 is not less than 200 mm; the inner hole upper opening of pile retaining wall 3 is little, and the lower opening is big;
进一步,提升装置4的提升装置支架41是具有足够强度、刚度的提升装置4的支承构件,优先推荐采用短钢管制成的,但不限于只采用材料制作;通过提升装置中轴42将支设在人工挖孔桩孔口两侧的提升装置支架41连成整体。 Further, the lifting device bracket 41 of the lifting device 4 is a supporting member of the lifting device 4 with sufficient strength and rigidity. The hoisting device support 41 on both sides of the artificial hole-digging pile aperture is connected as a whole.
进一步,所述的提升装置中轴42是具有强度、刚度的杆系构件,优先推荐采用短钢管制成的,但不限于只采用材料制作;提升装置中轴42平行于提升装置滚筒43,并穿过提升装置滚筒43的中心,架设在井口两边的提升装置支架41上;提升装置中轴42通过轴承与提升装置支架41固结;提升装置中轴42通过轴承可以带动提升装置滚筒43在架设在人工挖孔桩孔口两边的提升装置支架41上自由转动。 Further, the central axis 42 of the lifting device is a rod system member with strength and rigidity, and it is recommended to be made of short steel pipes, but not limited to only using materials; the central axis 42 of the lifting device is parallel to the roller 43 of the lifting device, and Pass through the center of the hoisting device roller 43 and erect on the hoisting device bracket 41 on both sides of the wellhead; the central shaft 42 of the hoisting device is consolidated with the hoisting device bracket 41 through the bearing; Freely rotate on the hoisting device support 41 on both sides of the hole-digging pile aperture manually.
进一步,所述的提升装置滚筒43是具有强度、刚度的筒系构件,优先推荐采用木材制成的,但不限于只采用材料制作;提升装置滚筒43上有规则地缠绕着提升装置软索44;提升装置滚筒43通过提升装置中轴42在架设在人工挖孔桩孔口两边的提升装置支架41上自由转动;提升装置滚筒43的作正向转动时,使提升装置软索44被提升;提升装置滚筒43的作反向转动时,使提升装置软索44被下放。 Further, the lifting device drum 43 is a cylindrical member with strength and rigidity, and it is recommended to be made of wood, but not limited to only using materials; the lifting device drum 43 is regularly wound with a lifting device rope 44 The hoisting device drum 43 freely rotates on the hoisting device support 41 erected on both sides of the artificial hole-digging pile aperture by the hoisting device central axis 42; when the hoisting device drum 43 is rotated in the forward direction, the hoisting device sling 44 is promoted; When the reverse rotation of the lifting device drum 43 is done, the lifting device sling 44 is lowered.
进一步,所述的提升装置软索44是具有强度、韧性的筒系构件,优先推荐采用麻绳制作,但不限于只采用材料制作;提升装置软索44的一端固结在提升装置滚筒43上,随着提升装置滚筒43的正向旋转;提升装置软索44规则地被缠绕在提升装置滚筒43上,提升装置滚筒43作反向旋转时,提升装置软索44规则地离开提升装置滚筒43,随着重物下垂到人工挖孔桩孔口中。 Further, the lifting device soft rope 44 is a tubular member with strength and toughness, and it is recommended to use hemp rope to make it, but it is not limited to only using materials; one end of the lifting device soft rope 44 is fixed on the lifting device roller 43 , with the positive rotation of the lifting device drum 43; the lifting device sling 44 is regularly wound on the lifting device drum 43, and when the lifting device drum 43 rotates in the reverse direction, the lifting device sling 44 regularly leaves the lifting device drum 43 , with the weight drooping into the hole of the artificial hole-digging pile.
进一步,所述的提升装置摇臂45是具有强度、刚度和韧性的杆系构件;优先推荐采用长300毫米宽40毫米,厚8-10高密的钢板制作,但不限于只采用材料制作;提升装置摇臂45的一端与提升装置中轴42垂直相交并固结;提升装置摇臂45的一端与提升装置手柄46垂直相交并固结;提升装置摇臂45在提升装置手柄46的驱使下,绕着提升装置中轴42旋转,同时也带动提升装置中轴42与提升装置滚筒43一道旋转。 Further, the rocker arm 45 of the lifting device is a rod system member with strength, rigidity and toughness; it is preferably recommended to be made of a steel plate with a length of 300 mm, a width of 40 mm, and a thickness of 8-10 high density, but is not limited to only using materials; One end of the device rocking arm 45 is vertically intersected with the lifting device central axis 42 and consolidated; one end of the lifting device rocking arm 45 is vertically intersected and consolidated with the lifting device handle 46; the lifting device rocking arm 45 is driven by the lifting device handle 46, Rotate around the central axis 42 of the lifting device, and also drive the central axis 42 of the lifting device to rotate together with the roller 43 of the lifting device.
进一步,所述的提升装置手柄46是具有强度、刚度和韧性的杆系构件;优先推荐采用长300毫米宽40毫米的元钢制作,但不限于只采用材料制作;提升装置手柄46与提升装置摇臂45的一端垂直相交并固结;提升装置手柄46在外力的驱使下,带动提升装置摇臂45旋转。 Further, the lifting device handle 46 is a rod system member with strength, rigidity and toughness; it is preferably recommended to be made of steel with a length of 300 mm and a width of 40 mm, but it is not limited to only using materials; the lifting device handle 46 and the lifting device One end of the rocker arm 45 is vertically intersected and consolidated; the handle 46 of the lifting device is driven by an external force to drive the rocker arm 45 of the lifting device to rotate.
进一步,所述的防滑齿轮47是具有强度、刚度和韧性的斜齿轮;防滑齿轮47的齿的斜面与齿轮圆弧相切,防滑齿轮47的齿的另一面与齿轮圆弧垂直相交;防滑齿轮47的中心与提升装置中轴42的中心重合,并垂直相交且固结;提升装置中轴42发生转动时,防滑齿轮47也随之转动;防滑齿轮47的斜面与防滑锁扣48搭接,当提升装置中轴42发生正向转动时,防滑锁扣48在防滑齿轮47的斜面上拖动。 Further, the anti-skid gear 47 is a helical gear with strength, rigidity and toughness; the slope of the tooth of the anti-skid gear 47 is tangent to the gear arc, and the other side of the tooth of the anti-skid gear 47 intersects perpendicularly with the gear arc; the anti-skid gear The center of 47 coincides with the center of the shaft 42 of the lifting device, and vertically intersects and consolidates; when the shaft 42 of the lifting device rotates, the anti-skid gear 47 also rotates thereupon; When the shaft 42 of the lifting device rotates in the forward direction, the anti-skid lock 48 is dragged on the slope of the anti-skid gear 47 .
进一步,所述的防滑锁扣48是具有强度、刚度和韧性的楔形构件;优先推荐采用长300毫米宽40毫米厚3毫米的扁钢制作,但不限于只采用材料制作;防滑锁扣48的一端被固定在提升装置支架41上,另一端搭设在防滑齿轮47的斜面上,在外力作用下,搭设在防滑齿轮47的斜面上的一端,可以抬起,可以放下,抬起时,能围绕固定轴转动;当提升装置中轴42发生正向转动时,防滑锁扣48在防滑齿轮47的斜面上拖动;当提升装置中轴42发生反向转动时,防滑锁扣48抵在防滑齿轮47的垂直面上制止防滑齿轮47的转动;在外力作用下,抬起防滑锁扣48,使之离开防滑齿轮47的垂直面上时,防滑齿轮47、提升装置中轴42和提升装置滚筒43就可以自由地转动。 Further, the anti-slip lock 48 is a wedge-shaped member with strength, rigidity and toughness; it is preferably recommended to be made of flat steel with a length of 300 mm, a width of 40 mm, and a thickness of 3 mm, but it is not limited to only materials; the anti-slip lock 48 One end is fixed on the lifting device bracket 41, and the other end is built on the slope of the anti-skid gear 47. Under the action of external force, the end built on the slope of the anti-skid gear 47 can be lifted and put down. The fixed shaft rotates; when the shaft 42 of the lifting device rotates in the forward direction, the anti-skid lock 48 is dragged on the slope of the anti-skid gear 47; The rotation of anti-skid gear 47 is stopped on the vertical surface of 47; can rotate freely.
本实用新型的有益效果是可以避免人工挖孔桩施工过程中雨水及坠物坠落到人工挖孔桩孔内,伤及人工挖孔桩孔内施工作业人员,可确保人工挖孔桩孔内施工作业安全。 The beneficial effect of the utility model is that it can prevent rainwater and falling objects from falling into the holes of the artificially dug piles during the construction of the artificially dug piles, which will injure the construction workers in the holes of the manually dug piles, and can ensure that the construction in the holes of the manually dug holes Job security.
附图说明 Description of drawings
图1 人工挖孔桩孔口安全防护装置1-1剖面示意图; Fig. 1 Schematic diagram of the 1-1 cross-section of the safety protection device for the opening of the manual excavation pile;
图2 人工挖孔桩孔口安全防护装置平面示意图; Figure 2 Plane schematic diagram of the safety protection device for the opening of the manual excavation pile;
图中:1-孔口安全防护网;11-孔口安全防护网立柱;12-孔口安全防护网布;2-孔口防坠落混凝土圈;3-人工挖孔桩护壁;4-挖土提升装置;41-提升装置支架;42-提升装置中轴;43-提升装置滚筒;44-提升装置软索;45-提升装置摇臂;46-提升装置手柄;47-防滑齿轮;48-防滑锁扣。 In the figure: 1-hole safety protection net; 11-hole safety protection net column; 12-hole safety protection mesh; 2-hole anti-fall concrete ring; 3-manual digging pile wall; 4-excavation Lifting device; 41-lifting device bracket; 42-lifting device center shaft; 43-lifting device roller; 44-lifting device rope; 45-lifting device rocker arm; 46-lifting device handle; 47-anti-skid gear; lock.
具体实施方式 Detailed ways
实施例Example
某工程如图1、图2所示,人工挖孔桩孔口安全防护装置由孔口安全防护网1与孔口防坠落混凝土圈2、护壁3与提升装置4组成的;其中,孔口安全防护网1由孔口安全防护网立柱11与孔口安全防护网布12组成的;孔口防坠落混凝土圈2在人工挖孔桩孔口的上方地面处,孔口安全防护网1在孔口防坠落混凝土圈2的上方,孔口安全防护网立柱11嵌固在孔口防坠落混凝土圈2中;孔口安全防护网布12沿着孔口安全防护网立柱11外围,固定在孔口安全防护网立柱11上;孔口防坠落混凝土圈2在护壁3的顶部;护壁3沿着人工挖孔桩通长布置;提升装置4由提升装置支架41、提升装置中轴42、提升装置滚筒43、提升装置软索44、提升装置摇臂45、提升装置手柄46、防滑齿轮47与防滑锁扣48组成的;提升装置4布置在井口上方;提升装置中轴42两端分别支承在提升装置支架41上通过轴承与提升装置支架41固结;提升装置中轴42中间安装提升装置滚筒43,提升装置中轴42在提升装置滚筒43的中心平行于提升装置滚筒43穿过;提升装置软索44一端固定在提升装置滚筒43上,并缠绕在提升装置滚筒43上,另一端下垂入人工挖孔桩井口,与土框连接;提升装置摇臂45垂直于提升装置中轴42,在提升装置中轴42的一端,并于提升装置支架41的外侧,与提升装置中轴42固结;提升装置手柄46垂直于提升装置摇臂45,与提升装置摇臂45固结;防滑齿轮47的中心与提升装置中轴42的中心重合,与提升装置中轴42固结;防滑锁扣48位于防滑齿轮47的一侧,与防滑齿轮47搭接,搭接时,只允许防滑齿轮47正向旋转,不允许防滑齿轮47反向旋转,不搭接时允许防滑齿轮47反向旋转。 As shown in Figure 1 and Figure 2 of a certain project, the safety protection device for the hole opening of the manual excavation pile is composed of the safety protection net 1 for the hole, the anti-fall concrete ring 2 for the hole, the retaining wall 3 and the lifting device 4; among them, the hole safety The protective net 1 is made up of the orifice safety net column 11 and the orifice safety net cloth 12; the orifice anti-fall concrete ring 2 is at the ground above the artificial digging pile orifice, and the orifice safety net 1 is at the orifice On the top of the anti-fall concrete circle 2, the orifice safety protection net column 11 is embedded in the orifice anti-fall concrete circle 2; the orifice safety protection mesh 12 is fixed on the orifice safety net column 11 periphery On the protective net column 11; the orifice anti-fall concrete ring 2 is on the top of the retaining wall 3; the retaining wall 3 is arranged along the entire length of the artificial excavation pile; the lifting device 4 is composed of a lifting device bracket 41, a lifting device central axis 42, and a lifting device roller 43 , lifting device rope 44, lifting device rocker arm 45, lifting device handle 46, anti-slip gear 47 and anti-slip lock 48; 41 is consolidated with the lifting device bracket 41 by the bearing; the lifting device roller 43 is installed in the middle of the lifting device central axis 42, and the lifting device central axis 42 passes through the center of the lifting device roller 43 parallel to the lifting device roller 43; the lifting device soft rope 44 One end is fixed on the hoisting device drum 43 and wound on the hoisting device drum 43, and the other end hangs down into the wellhead of the artificial excavation pile and is connected with the soil frame; the hoisting device rocker arm 45 is perpendicular to the hoisting device central axis 42, One end of axle 42, and in the outside of lifting device support 41, consolidate with lifting device central axis 42; The center of the central axis 42 of the lifting device coincides with the central axis 42 of the lifting device; the anti-skid lock 48 is located on one side of the anti-skid gear 47, and overlaps with the anti-skid gear 47. When overlapping, only the anti-skid gear 47 is allowed to rotate forward. The anti-skid gear 47 is not allowed to rotate in reverse, and the anti-skid gear 47 is allowed to rotate in reverse when not overlapping.
孔口安全防护网立柱11是具采用短钢管制成的,孔口安全防护网立柱11是固定在孔口防坠落混凝土圈2上部的,使用时与井口平面垂直。 Orifice safety protection net column 11 is that tool adopts short steel pipe to make, and orifice safety protection net column 11 is fixed on the anti-falling concrete circle 2 tops of orifice, and vertical with wellhead plane during use.
孔口安全防护网布12是采用平网制作,通过孔口安全防护网立柱11,将孔口安全防护网布12围在孔口防坠落混凝土圈2的上部,与孔口安全防护网立柱11固结成整体,形成孔口安全防护网1。 The orifice safety protection net 12 is to adopt flat net to make, through the orifice safety protection net column 11, the orifice safety protection net 12 is surrounded on the top of the orifice anti-falling concrete ring 2, and the orifice safety protection net column 11 Consolidate into a whole to form a safety protection net 1 for the orifice.
孔口防坠落混凝土圈2是在人工挖孔桩孔口的上方地面处设立的钢筋混凝土井口圈,采用强度等级不低于C20的混凝土制作,钢筋混凝土井口圈的内径不小于人工挖孔桩的设计直径,钢筋混凝土井口圈的高度应露出地面不小于300毫米的高度,钢筋混凝土井口圈的厚度不小于200毫米;孔口防坠落混凝土圈2与护壁3严密固结。 The anti-fall concrete ring 2 of the hole opening is a reinforced concrete wellhead ring set up on the ground above the hole of the manual digging pile, and is made of concrete with a strength grade not lower than C20. The design diameter and the height of the reinforced concrete wellhead ring should be no less than 300mm above the ground, and the thickness of the reinforced concrete wellhead ring should be no less than 200mm;
人工挖孔桩护壁3是在人工挖孔过程中设置的,采用强度等级不低于C20的钢筋混凝土制作,桩护壁3的高度为每开挖深度达到1米时设置1次;桩护壁3的厚度不小于200毫米;桩护壁3的内孔上口小,下口大;桩护壁3自上而下全程设置,直到开挖到人工挖孔的扩大头,护壁3一直做到扩大头的上方。 The manual digging pile retaining wall 3 is installed during the manual digging process, and is made of reinforced concrete with a strength grade not lower than C20. The height of the pile retaining wall 3 is set once every time the excavation depth reaches 1 meter; The thickness is not less than 200 mm; the upper opening of the inner hole of the pile retaining wall 3 is small, and the lower opening is large; the pile retaining wall 3 is set from top to bottom, until the excavation reaches the expanding head of the manual digging hole, and the retaining wall 3 is always above the expanding head .
提升装置支架41是采用短钢管制成的,通过提升装置中轴42将支设在人工挖孔桩孔口两侧的提升装置支架41连成整体。 The hoist support 41 is made of a short steel pipe, and the hoist support 41 that is arranged on both sides of the artificial hole-digging pile aperture is connected as a whole by the hoist central axis 42 .
提升装置中轴42是采用短钢管制成的,提升装置中轴42平行于提升装置滚筒43,并穿过提升装置滚筒43的中心,架设在井口两边的提升装置支架41上;提升装置中轴42通过轴承与提升装置支架41固结;提升装置中轴42通过轴承可以带动提升装置滚筒43在架设在人工挖孔桩孔口两边的提升装置支架41上自由转动。 The central shaft 42 of the hoist is made of a short steel pipe, the central shaft 42 of the hoist is parallel to the drum 43 of the hoist, passes through the center of the drum 43 of the hoist, and is erected on the brackets 41 of the hoist on both sides of the wellhead; the central shaft of the hoist 42 is consolidated with the lifting device support 41 by bearing; the lifting device central axis 42 can drive the lifting device cylinder 43 to rotate freely on the lifting device support 41 erected on both sides of the artificial hole-digging pile aperture through the bearing.
提升装置滚筒43是采用木材制成的,提升装置滚筒43上有规则地缠绕着提升装置软索44;提升装置滚筒43通过提升装置中轴42在架设在人工挖孔桩孔口两边的提升装置支架41上自由转动;提升装置滚筒43的作正向转动时,使提升装置软索44被提升;提升装置滚筒43的作反向转动时,使提升装置软索44被下放。 The hoisting device drum 43 is made of wood, and the hoisting device soft rope 44 is regularly wound on the hoisting device drum 43; Free rotation on the support 41; when the hoisting device drum 43 was doing forward rotation, the hoisting device sling 44 was promoted; when the hoisting device drum 43 was doing reverse rotation, the hoisting device sling 44 was lowered.
提升装置软索44是采用麻绳制作,但不限于只采用材料制作;提升装置软索44的一端固结在提升装置滚筒43上,随着提升装置滚筒43的正向旋转;提升装置软索44规则地被缠绕在提升装置滚筒43上,提升装置滚筒43作反向旋转时,提升装置软索44规则地离开提升装置滚筒43,随着重物下垂到人工挖孔桩孔口中。 Lifting device soft rope 44 is to adopt hemp rope to make, but is not limited to only adopting material to make; One end of lifting device flexible rope 44 is affixed on the lifting device drum 43, along with the forward rotation of lifting device drum 43; 44 is wound on the hoisting device drum 43 regularly, and when the hoisting device drum 43 was doing reverse rotation, the hoisting device sling 44 regularly left the hoisting device drum 43, and drooped in the artificial hole-digging pile aperture along with the weight.
提升装置摇臂45是采用长300毫米宽40毫米,厚8-10高密的钢板制作,提升装置摇臂45的一端与提升装置中轴42垂直相交并固结;提升装置摇臂45的一端与提升装置手柄46垂直相交并固结;提升装置摇臂45在提升装置手柄46的驱使下,绕着提升装置中轴42旋转,同时也带动提升装置中轴42与提升装置滚筒43一道旋转。 Lifting device rocking arm 45 is to adopt long 300 millimeters wide 40 millimeters, thick 8-10 high-density steel plate is made, and one end of lifting device rocking arm 45 intersects vertically with lifting device central axis 42 and consolidates; The lifting device handle 46 intersects vertically and is consolidated; the lifting device rocker arm 45 is driven by the lifting device handle 46 to rotate around the lifting device central axis 42, and also drives the lifting device central axis 42 to rotate together with the lifting device roller 43.
提升装置手柄46是采用长300毫米宽40毫米的元钢制作,提升装置手柄46与提升装置摇臂45的一端垂直相交并固结;提升装置手柄46在外力的驱使下,带动提升装置摇臂45旋转。 Lifting device handle 46 is to adopt the Yuan steel of 300 millimeters in length and 40 millimeters in width to make, and one end of lifting device handle 46 and lifting device rocking arm 45 vertically intersects and consolidates; Lifting device handle 46 drives the lifting device rocking arm 45 spins.
所述的防滑齿轮47是具有足够强度、刚度和韧性的斜齿轮;防滑齿轮47的齿的斜面与齿轮圆弧相切,防滑齿轮47的齿的另一面与齿轮圆弧垂直相交;防滑齿轮47的中心与提升装置中轴42的中心重合,并垂直相交且固结;提升装置中轴42发生转动时,防滑齿轮47也随之转动;防滑齿轮47的斜面与防滑锁扣48搭接,当提升装置中轴42发生正向转动时,防滑锁扣48在防滑齿轮47的斜面上拖动。 The anti-skid gear 47 is a helical gear with sufficient strength, rigidity and toughness; the slope of the tooth of the anti-skid gear 47 is tangent to the gear arc, and the other side of the tooth of the anti-skid gear 47 intersects perpendicularly with the gear arc; the anti-skid gear 47 The center of the center coincides with the center of the shaft 42 of the lifting device, and vertically intersects and consolidates; when the shaft 42 of the lifting device rotates, the anti-skid gear 47 also rotates thereupon; When the shaft 42 of the lifting device rotates in the forward direction, the anti-skid lock 48 is dragged on the slope of the anti-skid gear 47 .
防滑锁扣48采用长300毫米宽40毫米厚3毫米的扁钢制作,防滑锁扣48的一端被固定在提升装置支架41上,另一端搭设在防滑齿轮47的斜面上,在外力作用下,搭设在防滑齿轮47的斜面上的一端,可以抬起,可以放下,抬起时,能围绕固定轴转动;当提升装置中轴42发生正向转动时,防滑锁扣48在防滑齿轮47的斜面上拖动;当提升装置中轴42发生反向转动时,防滑锁扣48抵在防滑齿轮47的垂直面上制止防滑齿轮47的转动;在外力作用下,抬起防滑锁扣48,使之离开防滑齿轮47的垂直面上时,防滑齿轮47、提升装置中轴42和提升装置滚筒43就可以自由地转动。 The anti-skid lock 48 is made of flat steel with a length of 300 mm, a width of 40 mm, and a thickness of 3 mm. One end of the anti-slip lock 48 is fixed on the lifting device support 41, and the other end is built on the slope of the anti-skid gear 47. Under the action of external force, One end built on the slope of the anti-skid gear 47 can be lifted and put down, and can rotate around the fixed axis when lifted; When the shaft 42 of the lifting device rotates in the opposite direction, the anti-skid lock 48 is against the vertical surface of the anti-skid gear 47 to stop the rotation of the anti-skid gear 47; under the action of external force, the anti-skid lock 48 is lifted to make it When leaving the vertical surface of the anti-skid gear 47, the anti-skid gear 47, the lifting device central axis 42 and the lifting device cylinder 43 just can rotate freely.
Claims (10)
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756078A (en) * | 2016-04-27 | 2016-07-13 | 中国能源建设集团安徽省电力设计院有限公司 | External expansion and lamination type digging and base-enlarging foundation and construction method thereof |
CN109610862A (en) * | 2019-01-07 | 2019-04-12 | 五冶集团上海有限公司 | A kind of protection net for manual pile digging operation |
CN114808974A (en) * | 2022-05-25 | 2022-07-29 | 成都环境工程建设有限公司 | Safety protection device for preventing personnel from falling |
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2015
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756078A (en) * | 2016-04-27 | 2016-07-13 | 中国能源建设集团安徽省电力设计院有限公司 | External expansion and lamination type digging and base-enlarging foundation and construction method thereof |
CN105756078B (en) * | 2016-04-27 | 2018-06-19 | 中国能源建设集团安徽省电力设计院有限公司 | One kind extends out lamination type and draws digging spread foundation and its construction method |
CN109610862A (en) * | 2019-01-07 | 2019-04-12 | 五冶集团上海有限公司 | A kind of protection net for manual pile digging operation |
CN114808974A (en) * | 2022-05-25 | 2022-07-29 | 成都环境工程建设有限公司 | Safety protection device for preventing personnel from falling |
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