CN202493022U - Construction protection frame - Google Patents

Construction protection frame Download PDF

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CN202493022U
CN202493022U CN2012200708543U CN201220070854U CN202493022U CN 202493022 U CN202493022 U CN 202493022U CN 2012200708543 U CN2012200708543 U CN 2012200708543U CN 201220070854 U CN201220070854 U CN 201220070854U CN 202493022 U CN202493022 U CN 202493022U
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load
truss
building
bearing
support body
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姚磊
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Abstract

本实用新型公开一种施工防护架,包括承重桁架装置、防倾装置及承载的传统双排架体,所述承重桁架装置和防倾装置与双排架体连接,将架体的荷载传递到建筑物上;所述承重桁架装置包括承重桁架和承重臂,承重臂连接承重桁架和建筑物;所述的防倾装置包括水平拉杆、固定杆,固定杆与架体的内、外排立杆多点固定,水平拉杆连接在固定杆与建筑物之间。本实用新型具有结构简单,单件重量轻的特点,可不借用其他动力提升设备安装承重桁架装置和防倾装置;安装承重桁架装置和防倾装置与双排架体多点、多平面连接,具有更加可靠的受力结构。

Figure 201220070854

The utility model discloses a construction protection frame, which comprises a load-bearing truss device, an anti-tilt device and a traditional double-row frame body, the load-bearing truss device and the anti-tilt device are connected with the double-row frame body, and the load of the frame body is transferred to the On the building; the load-bearing truss device includes a load-bearing truss and a load-bearing arm, and the load-bearing arm connects the load-bearing truss and the building; the described anti-tilt device includes a horizontal tie rod, a fixed rod, and the fixed rod and the inner and outer rows of vertical rods of the frame body Multi-point fixing, horizontal tie rods are connected between the fixed rods and the building. The utility model has the characteristics of simple structure and light weight of a single piece. The load-bearing truss device and anti-tilt device can be installed without borrowing other power lifting equipment; More reliable stress structure.

Figure 201220070854

Description

一种施工防护架A construction protection frame

技术领域 technical field

本实用新型涉及一种建筑施工防护架,具体涉及建筑物主体施工阶段的一种防护架。  The utility model relates to a building construction protective frame, in particular to a protective frame in the construction stage of a building main body. the

背景技术 Background technique

建筑施工防护架主要用于在高层及超高层建筑的主体施工阶段的安全防护,目前的防护架主要由单排架体以及竖向桁架组成,竖向桁架作为架体的骨架,以满足承载需要,该防护架通过承重支腿和防倾杆件与建筑物上的预埋件连接,将防护架的自重和施工载荷传递到建筑物上。这样的多个架体单元分片设置在建筑物上,形成围绕建筑物外轮廓的封闭架,对在建建筑物提供临边防护。随着建筑物每升高一层,利用塔吊将防护架上提一层并重新与建筑物固定。上述防护架虽然结构简单,成本低廉,具有一定的经济效益。但也存在一些缺点:  The building construction protective frame is mainly used for safety protection in the main construction stage of high-rise and super high-rise buildings. The current protective frame is mainly composed of a single-row frame body and a vertical truss. The vertical truss is used as the frame body to meet the load-bearing requirements. , the protective frame is connected with the embedded parts on the building through load-bearing legs and anti-roll bars, and transmits the self-weight and construction load of the protective frame to the building. Such a plurality of frame units are arranged on the building in pieces to form a closed frame surrounding the outer contour of the building, and provide edge protection for the building under construction. As the building rises one floor higher, the tower crane is used to lift the protective frame up one floor and fix it with the building again. Although the above-mentioned protective frame is simple in structure and low in cost, it has certain economic benefits. But there are also some disadvantages:

1、由于竖向桁架的尺寸和自重大,在安装时必须借用塔吊,在吊装时容易发生碰撞,给安装施工人员带来危险。 1. Due to the size and weight of the vertical truss, a tower crane must be used during installation, which is prone to collision during hoisting and brings danger to the installation and construction personnel.

2、这种防护架是由竖向桁架通过承重支腿和防倾杆件与建筑物连接,外侧的单排架体只与竖向桁架连接,与承重支腿和防倾杆件没有直接连接,由于竖向桁架是通过扣件与单排架体连接的,连接点都在一个平面上,一旦扣件发生意外松动,极易导致竖向桁架与架体分离,使脚手架坠落而导致事故发生。  2. This protective frame is connected to the building by the vertical truss through load-bearing legs and anti-roll bars. The outer single-row frame body is only connected to the vertical truss, and is not directly connected to the load-bearing legs and anti-roll bars. , because the vertical truss is connected to the single-row frame body through fasteners, and the connection points are all on the same plane. Once the fasteners are accidentally loosened, it is easy to cause the vertical truss to separate from the frame body, causing the scaffold to fall and cause accidents. . the

3、采用的竖向桁架比较耗费钢材,浪费资源。  3. The vertical truss used consumes more steel and wastes resources. the

发明内容 Contents of the invention

本实用新型的目的在于提供一种施工防护架,其结构简单、安装方便、安全性高、节省材料,在安装时不需要使用塔吊,有效避免竖向桁架与架体的碰撞,为安全生产提供便捷。  The purpose of the utility model is to provide a construction protective frame, which has simple structure, convenient installation, high safety, and saves materials. It does not need to use a tower crane during installation, effectively avoids the collision between the vertical truss and the frame body, and provides protection for safe production. convenient. the

本实用新型的发明目的采用以下技术方案实现:  The purpose of the invention of the utility model adopts the following technical solutions to realize:

本实用新型提出的施工防护架包括承重桁架装置、防倾装置及承载的架体,所述的架体采用传统双排架体,该双排架体可以是现有的扣件式钢管脚手架、碗扣式脚手架或者其它定型杆件组成的脚手架结构形式,所述承重桁架装置和防倾装置与双排架体连接,将架体的载荷传递到建筑物上;所述承重桁架装置包括承重桁架和承重臂,承重臂连接承重桁架;所述防倾装置包括水平拉杆、固定杆,固定杆与架体的内、外排立杆多点固定,水平拉杆连接在固定杆与建筑物之间。本防护架首先对架体进行了改进,去掉了竖向桁架,而采用非单排架体,这种架体很容易搭建,且不需要借助塔吊。同时,为了确保架架体有效地将自重和荷载传递到建筑物上,并保证与建筑物连接的安全性和稳定性,采用了特殊结构的承重桁架装置,并将承重桁架装置与架体的内外排立杆均进行连接固定。 The construction protection frame proposed by the utility model includes a load-bearing truss device, an anti-tilt device and a load-bearing frame body. The frame body adopts a traditional double-row frame body, and the double-row frame body can be an existing fastener type steel pipe scaffold, Bowl buckle scaffolding or scaffolding structure composed of other shaped rods, the load-bearing truss device and the anti-tilt device are connected to the double-row frame body to transfer the load of the frame body to the building; the load-bearing truss device includes a load-bearing truss and a load-bearing arm, the load-bearing arm is connected to the load-bearing truss; the anti-tilt device includes a horizontal tie rod and a fixed rod, and the fixed rod is fixed to the inner and outer rows of vertical rods of the frame body at multiple points, and the horizontal tie rod is connected between the fixed rod and the building. This protective frame first improves the frame body, removes the vertical truss, and adopts a non-single-row frame body, which is easy to build and does not need to use a tower crane. At the same time, in order to ensure that the frame body effectively transmits its own weight and load to the building, and to ensure the safety and stability of the connection with the building, a special structure of the load-bearing truss device is adopted, and the load-bearing truss device is connected to the frame body. Both the inner and outer rows of uprights are connected and fixed.

为了进一步确保承重桁架与架体连接的牢固性,本实用新型还对承重桁架的连接点进行了合理设计,保证承重桁架通过多个连接点与架体的内、外排立杆连接固定。本实用新型采用的承重桁架可以为任意现有可行的形式,较普遍的可以为三角形桁架、矩形桁架,当然也可以是其它预见的任何结构的桁架,只要其能达到与架体的内、外排立杆均进行连接并传递力的目的。  In order to further ensure the firmness of the connection between the load-bearing truss and the frame body, the utility model also reasonably designs the connection points of the load-bearing truss to ensure that the load-bearing truss is connected and fixed to the inner and outer row poles of the frame body through multiple connection points. The load-bearing truss adopted by the utility model can be any existing feasible form, more generally, it can be a triangular truss, a rectangular truss, and of course it can also be a truss of any other foreseeable structure, as long as it can reach the inside and outside of the frame body. Rows of uprights are connected for the purpose of transmitting force. the

承重臂可以为直臂结构,考虑到防护架在提升过程中要避免与建筑物的防撞,设计承重臂与承重桁架平行连接,并使其可相对于承重桁架做水平伸缩。所述承重臂的一端装入承重桁架套筒或者套管中,一端连接在建筑物的预埋环中,将架体上的载荷传递到建筑物上,而为了对可伸缩的承重臂进行定位,同时使整个承重桁架装置更好地传力,在承重臂与承重桁架之间铰接定位拉杆。  The load-bearing arm can be a straight arm structure. Considering that the protective frame should avoid collision with the building during the lifting process, the load-bearing arm is designed to be connected in parallel with the load-bearing truss, and make it horizontally expandable relative to the load-bearing truss. One end of the load-bearing arm is put into the load-bearing truss sleeve or sleeve, and the other end is connected to the embedded ring of the building to transfer the load on the frame body to the building, and in order to position the telescopic load-bearing arm , and at the same time enable the entire load-bearing truss device to better transmit force, and hinge and position the tie rod between the load-bearing arm and the load-bearing truss. the

承重臂也可以为三角臂形式,通过耳板与承重桁架铰接。  The load-bearing arm can also be in the form of a triangular arm, which is hinged with the load-bearing truss through the lug plate. the

所述防倾装置的固定杆是水平杆件或Z字形杆件,该固定杆与架体的内、外排立杆连接。  The fixed rod of the anti-rolling device is a horizontal rod or a Z-shaped rod, and the fixed rod is connected with the inner and outer vertical rods of the frame body. the

综上所述,可见本实用新型具有以下优点:  In summary, it can be seen that the utility model has the following advantages:

1.本实用新型的架体没有竖向桁架,而是采用通常的双排架体,具有结构简单、自重轻、容易搭建的优点,在防护架搭建过程中,可以不使用塔吊就能实现搭建安装,施工更方便、快捷。 1. The frame body of the utility model has no vertical truss, but adopts the usual double-row frame body, which has the advantages of simple structure, light weight and easy construction. During the construction process of the protective frame, it can be realized without using a tower crane Installation and construction are more convenient and faster.

2. 本实用新型的承重桁架装置和防倾装置都与架体的内外两个平面的立杆进行了多点固定连接,相比现有的单平面安装结构,具有更加可靠的受力结构,故具有更高的安全性。  2. Both the load-bearing truss device and the anti-tilt device of the utility model are fixedly connected to the vertical poles of the two planes inside and outside the frame body at multiple points. Compared with the existing single-plane installation structure, it has a more reliable force-bearing structure. Therefore, it has higher security. the

3.在提升防护架时,可以暂时脱开承重桁架和承重臂之间的定位拉杆,使承重臂相对于承重桁架往远离墙体一方移动,能有效避开建筑物的外轮廓突出,降低了碰撞隐患。  3. When lifting the protective frame, the positioning rod between the load-bearing truss and the load-bearing arm can be temporarily disengaged, so that the load-bearing arm moves away from the wall relative to the load-bearing truss, which can effectively avoid the protruding outer contour of the building and reduce the Collision hazard. the

4.本实用新型的架体结构可以采用通常的脚手架结构,省去了竖向桁架,较现有技术能节省51%的钢材,达到节能减排的效果。  4. The frame structure of the utility model can adopt the usual scaffolding structure, and the vertical trusses are omitted, which can save 51% of steel materials compared with the prior art, and achieve the effect of energy saving and emission reduction. the

5.本实用新型的防倾装置在设计时考虑到了对安全网的保护,如可根据需要采用“Z”型固定杆,能使“Z”型固定杆与外排立杆的连接点位置在两张防护架安全网的交汇处,避免了水平连接而穿破安全网的问题,可以保护需要循环使用的安全网。  5. The anti-tilt device of the present utility model is designed taking into account the protection of the safety net. If the "Z" type fixed rod can be used as required, the connection point between the "Z" type fixed rod and the outer row of vertical rods can be positioned at The intersection of the safety nets of the two protective frames avoids the problem of breaking through the safety nets due to horizontal connections, and can protect the safety nets that need to be recycled. the

附图说明 Description of drawings

图1是本实用新型的安装结构示意图;  Fig. 1 is the installation structure schematic diagram of the present utility model;

图2是图1的Ⅱ部放大图; Figure 2 is an enlarged view of Part II of Figure 1;

图3是图1的Ⅰ部放大图; Fig. 3 is an enlarged view of part I of Fig. 1;

图4是三角形桁架的结构示意图; Fig. 4 is the structural representation of triangular truss;

图5是图4的右视图; Fig. 5 is the right view of Fig. 4;

图6是矩形结构的承重桁架的结构示意图; Fig. 6 is the structural representation of the load-bearing truss of rectangular structure;

图7是三角臂形式的承重臂的安装结构示意图。 Fig. 7 is a schematic diagram of the installation structure of the load-bearing arm in the form of a triangular arm.

具体实施方式 Detailed ways

下面接合附图和实施例对本实用新型作进一步的详细阐述,但本实用新型的保护范围并不限于下述实施例,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形而不脱离本实用新型的范围和精神。倘若这些改动和变形属于本实用新型权利要求及其等同技术的范围内,则本实用新型的意图也包含这些改动和变形在内:  The utility model is described in further detail below in conjunction with accompanying drawing and embodiment, but protection domain of the present utility model is not limited to following embodiment, obviously, those skilled in the art can carry out various changes and distortions to the utility model without Deviating from the scope and spirit of the present utility model. If these changes and deformations fall within the scope of the claims of the present utility model and their equivalent technologies, the intent of the present utility model also includes these changes and deformations:

实施例一:如图1、图3、图4、图5所示,图示的施工防护架包括由钢管和扣件搭建而成的双排架体1,双排架体1具有外排立杆12和内排立杆11。在该双排架体1上设有承重桁架装置2和防倾装置3。 Embodiment 1: As shown in Fig. 1, Fig. 3, Fig. 4 and Fig. 5, the illustrated construction protection frame includes a double-row frame body 1 constructed of steel pipes and fasteners, and the double-row frame body 1 has an outer row vertical Rod 12 and inner row vertical rod 11. A load-bearing truss device 2 and an anti-tilt device 3 are arranged on the double row frame body 1 .

参见图2、图4和图5,承重桁架装置2由承重桁架21、承重臂22和定位拉杆23构成。其中承重桁架21是一三角形桁架,通过其上的连接横杆作为连接点,与内排立杆11和外排立杆12通过扣件连接固定。在承重桁架21上固定有两个供承重臂22平行穿套的套环211,承重臂22的后半段穿过套环211,与承重桁架21平行连接,可相对于承重桁架21伸缩。在承重臂22靠建筑物一端与三角形桁架21之间斜向铰接定位拉杆23,承重臂22的前端钩挂在建筑物的第一预埋环51上,使整个承重桁架装置2与建筑物连接,将架体1的自重和荷载传递到建筑物上。  Referring to FIG. 2 , FIG. 4 and FIG. 5 , the load-bearing truss device 2 is composed of a load-bearing truss 21 , a load-bearing arm 22 and a positioning tie rod 23 . Wherein the load-bearing truss 21 is a triangular truss, and the connecting cross bar on it is used as a connection point, and is connected and fixed with the inner row of uprights 11 and the outer row of uprights 12 by fasteners. Two collars 211 are fixed on the load-bearing truss 21 for the load-bearing arm 22 to pass through in parallel. Between the end of the load-bearing arm 22 close to the building and the triangular truss 21, the positioning rod 23 is obliquely hinged, and the front end of the load-bearing arm 22 is hooked on the first embedded ring 51 of the building, so that the entire load-bearing truss device 2 is connected to the building. , transfer the self-weight and load of the frame body 1 to the building. the

参见图3,防倾装置3设在承重桁架装置2的上方,包括“Z”型拉杆31、水平拉杆32。“Z”型拉杆31的两端分别与双排架体的外排立杆12和内排立杆11采用扣件连接,水平拉杆32的一端与“Z”型拉杆31铰接,另一端与建筑物上的第二预埋环52挂接。另为了进一步增强该防护架的安全性能,在架体1上另设防坠装置4,由保险拉环41和花篮螺栓42组成,保险拉环41与内排立杆11铰接,花篮螺栓42的一端与保险拉环41连接,另一端也与建筑物上的第二预埋环52连接。  Referring to FIG. 3 , the anti-tilt device 3 is arranged above the load-bearing truss device 2 and includes a "Z"-shaped tie rod 31 and a horizontal tie rod 32 . The two ends of the "Z" type pull rod 31 are respectively connected with the outer row of vertical rods 12 and the inner row of vertical rods 11 of the double-row frame body by fasteners, one end of the horizontal pull rod 32 is hinged with the "Z" type pull rod 31, and the other end is connected with the building. The second embedded ring 52 on the object is hooked. In addition, in order to further enhance the safety performance of the protective frame, an anti-falling device 4 is additionally provided on the frame body 1, which is composed of a safety pull ring 41 and a turnbuckle bolt 42. It is connected with the safety pull ring 41, and the other end is also connected with the second embedded ring 52 on the building. the

实施例二:如图6所示为矩形结构的承重桁架21,该矩形桁架通过多个连接点与内、外排立杆11、12连接,承重臂22的后半段与矩形桁架21平行连接,前端与第一预埋环51挂接。定位拉杆23斜向铰接在承重臂22与承重桁架21之间。本实施例除承重桁架21所具有的矩形结构与实施例一中的三角结构不同外,其余技术特征及实施方式均与实施一所述相同。  Embodiment 2: As shown in Figure 6, it is a load-bearing truss 21 of rectangular structure, the rectangular truss is connected to the inner and outer rows of uprights 11, 12 through multiple connection points, and the second half of the load-bearing arm 22 is connected to the rectangular truss 21 in parallel , the front end is hooked with the first embedded ring 51. The positioning tie rod 23 is obliquely hinged between the load-bearing arm 22 and the load-bearing truss 21 . In this embodiment, except that the rectangular structure of the load-bearing truss 21 is different from the triangular structure in the first embodiment, other technical features and implementation methods are the same as those described in the first embodiment. the

实施例三:如图7所示为非直臂结构的承重臂形式,具体为一三角臂结构,该承重臂22一端与承重桁架21通过耳板铰接,构成承重桁架装置2,另一端与第一预埋环51挂接。本实施例除承重臂结构与第一或第二实施例所述的承重臂结构以及与承重桁架21的连接方式不同外,防护架的其余技术特征及实施方式均与上述实施例相同。  Embodiment 3: As shown in Figure 7, it is a load-bearing arm form with a non-straight arm structure, specifically a triangular arm structure. One end of the load-bearing arm 22 is hinged with the load-bearing truss 21 through an ear plate to form a load-bearing truss device 2, and the other end is connected to the second end. A pre-embedded ring 51 is articulated. In this embodiment, except that the structure of the load-bearing arm is different from the structure of the load-bearing arm described in the first or second embodiment and the connection with the load-bearing truss 21, the rest of the technical features and implementation methods of the protective frame are the same as the above-mentioned embodiment. the

Claims (5)

1. construction protection frame; Comprise truss principal device (2), anti-tilt device (3) and the support body (1) that carries; It is characterized in that: said support body (1) adopts traditional double framed bent body; Said truss principal device (2) is connected with double support body (1) with anti-tilt device (3), with the Load Transfer of support body (1) to building; Said truss principal device (2) comprises truss principal (21) and loading arm (22), and loading arm (22) connects truss principal (21) and building; Said anti-tilt device (3) comprises girt (32), fixed bar (31), and fixed bar (31) is fixed with inside and outside row's vertical rod (11,12) multiple spot of support body (1), and girt (32) is connected between fixed bar (31) and the building.
2. construction protection frame as claimed in claim 1 is characterized in that: described truss principal (21) is connected fixing with inside and outside row's vertical rod (11,12) of support body through a plurality of tie points; Truss principal (21) adopts English truss or rectangle truss.
3. according to claim 1 or claim 2 construction protection frame; It is characterized in that: said loading arm (22) is a straight-arm; One end is packed in truss principal (21) sleeve or the sleeve pipe (211); One end is connected in the pre-buried ring on the building, with the loading transfer on the support body (1) to building, and between truss principal (21) and loading arm (22) hinged positioning tie bar (23).
4. according to claim 1 or claim 2 construction protection frame, it is characterized in that: said loading arm (22) is a triangle arm form, and is hinged through otic placode and truss principal (21).
5. according to claim 1 or claim 2 construction protection frame, it is characterized in that: the fixed bar of said anti-tilt device (31) is horizontal bars or zigzag rod member, is connected with inside and outside row's vertical rod (11,12) of support body.
CN2012200708543U 2012-02-29 2012-02-29 Construction protection frame Expired - Fee Related CN202493022U (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561716A (en) * 2012-02-29 2012-07-11 姚磊 Construction protecting rack
CN103924776A (en) * 2013-01-11 2014-07-16 姚磊 Attached lifting scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561716A (en) * 2012-02-29 2012-07-11 姚磊 Construction protecting rack
CN103924776A (en) * 2013-01-11 2014-07-16 姚磊 Attached lifting scaffold

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