CN115142352A - A suspension bridge cable-stayed construction platform - Google Patents
A suspension bridge cable-stayed construction platform Download PDFInfo
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- CN115142352A CN115142352A CN202210877685.2A CN202210877685A CN115142352A CN 115142352 A CN115142352 A CN 115142352A CN 202210877685 A CN202210877685 A CN 202210877685A CN 115142352 A CN115142352 A CN 115142352A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/04—Cable-stayed bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
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Abstract
本发明提供了一种吊桥斜拉索施工平台,包括两条支撑梁、用以架设在桥体上,两支撑梁之间架设安装有架条,支撑梁的底部固定设有第一卡勾结构,支撑梁远离第一卡勾结构的端部安装有第二卡勾结构,第二卡勾结构经调节可翻转至支撑梁的顶面上方,且第二卡勾结构经调节可沿支撑梁的长度方向进行移动、并通过螺栓进行锁定,第二卡勾结构移动至卡于桥体上;第一卡勾结构及第二卡勾结构上均设有锁紧机构,锁紧机构调节后可抵持桥体处、形成锁定;其结构新颖,可实现螺栓连接及卡位支撑的双重配合,有效加强支撑强度,提高施工作业安全性。
The invention provides a cable-stayed construction platform for a suspension bridge, comprising two support beams for erecting on a bridge body, a rack bar is erected and installed between the two support beams, and a first hook structure is fixed at the bottom of the support beam A second hook structure is installed at the end of the support beam away from the first hook structure, the second hook structure can be turned over to the top surface of the support beam after adjustment, and the second hook structure can be adjusted along the support beam. It moves in the length direction and is locked by bolts, and the second hook structure is moved to the bridge body; the first hook structure and the second hook structure are provided with locking mechanisms, and the locking mechanisms can be adjusted to reach the bridge body. Hold the bridge body to form a lock; its novel structure can realize the double cooperation of bolt connection and clamping support, effectively strengthen the support strength and improve the safety of construction operations.
Description
技术领域technical field
本发明涉及拉索施工领域,更具体的,涉及一种吊桥斜拉索施工平台。The invention relates to the field of cable-stayed construction, and more particularly, to a construction platform for cable-stayed cables of a suspension bridge.
背景技术Background technique
吊桥在施工时,最主要的就是斜拉索的安装,斜拉索在安装连接后,还需要进行松紧调节,操作较为复杂、耗时较长,故此,需要在桥体上加装施工平台,方便进行施工;During the construction of the suspension bridge, the most important thing is the installation of the stay cables. After the stay cables are installed and connected, they need to be adjusted for tightness. The operation is complicated and time-consuming. Therefore, it is necessary to install a construction platform on the bridge body. facilitate construction;
但是,目前的施工平台大多是通过槽钢进行搭建,且大多仅通过螺栓的方式进行固定,受力主要作用在螺栓上,支撑强度较为有限,存在安全隐患,故此有待改进。However, most of the current construction platforms are constructed by channel steel, and most of them are only fixed by means of bolts. The force mainly acts on the bolts, the support strength is relatively limited, and there are potential safety hazards, so it needs to be improved.
发明内容SUMMARY OF THE INVENTION
为了克服现有技术的缺陷,本发明所要解决的技术问题在于提出一种吊桥斜拉索施工平台,其结构新颖,可实现螺栓连接及卡位支撑的双重配合,有效加强支撑强度,提高施工作业安全性。In order to overcome the defects of the prior art, the technical problem to be solved by the present invention is to provide a suspension bridge cable-stayed construction platform, which has a novel structure, can realize the double cooperation of bolt connection and clamping support, effectively strengthen the support strength, and improve the construction operation. safety.
为达此目的,本发明采用以下的技术方案:For this purpose, the present invention adopts following technical scheme:
本发明提供了一种吊桥斜拉索施工平台,包括两条支撑梁、用以架设在桥体上,两支撑梁之间架设安装有架条,支撑梁的底部固定设有第一卡勾结构,支撑梁远离第一卡勾结构的端部安装有第二卡勾结构,第二卡勾结构经调节可翻转至支撑梁的顶面上方,且第二卡勾结构经调节可沿支撑梁的长度方向进行移动、并通过螺栓进行锁定,第二卡勾结构移动至卡于桥体上;第一卡勾结构及第二卡勾结构上均设有锁紧机构,锁紧机构调节后可抵持桥体处、形成锁定。The invention provides a cable-stayed construction platform for a suspension bridge, which comprises two support beams for erecting on a bridge body, a rack bar is erected and installed between the two support beams, and a first hook structure is fixed at the bottom of the support beam A second hook structure is installed at the end of the support beam away from the first hook structure, the second hook structure can be adjusted to be turned over to the top surface of the support beam, and the second hook structure can be adjusted to follow the direction of the support beam. It moves in the length direction and is locked by bolts, and the second hook structure moves to the bridge body; both the first hook structure and the second hook structure are provided with a locking mechanism, and the locking mechanism can be adjusted after adjustment. Hold the bridge to form a lock.
在本发明较佳的技术方案中,第二卡勾结构包括第二L型架、限位柱、插柱,限位柱垂直固定第二L型架的顶部侧壁、且位于第二L型架的勾部一侧;插柱为圆柱结构,限位柱为方柱结构,插柱固定设于限位柱的端面;支撑梁的端部开设有限位槽,限位槽的槽底处设有插孔,插孔的形状与插柱的形状适配,限位柱的形状与限位槽的形状适配,限位柱抽离限位槽时、第二L型架可绕插柱的轴线进行旋转摆动,限位柱插于限位槽内时、第二L型架无法进行转动;且限位柱插于限位槽内时、可通过螺栓进行固定;锁紧机构安装在第二L型架的勾部处。In a preferred technical solution of the present invention, the second hook structure includes a second L-shaped frame, a limit post, and an insertion post, and the limit post vertically fixes the top sidewall of the second L-shaped frame and is located in the second L-shaped frame. One side of the hook part of the frame; the insert column is a cylindrical structure, the limit column is a square column structure, and the insert column is fixed on the end face of the limit column; the end of the support beam is provided with a limit slot, and the bottom of the limit slot is provided with There are jacks, the shape of the jack is adapted to the shape of the post, and the shape of the limit post is adapted to the shape of the limit slot. When the limit post is pulled out of the limit slot, the second L-shaped frame can wrap around the post. The axis rotates and swings, and the second L-shaped frame cannot rotate when the limit column is inserted into the limit slot; and when the limit column is inserted into the limit slot, it can be fixed by bolts; the locking mechanism is installed on the second L-shaped frame. The hook of the L-shaped frame.
在本发明较佳的技术方案中,锁紧机构包括螺杆,固定设于螺杆底端的头部,安装在螺杆顶端的推压件;第一卡勾结构及第二卡勾结构的勾部上均设有第二螺纹孔,螺杆于第二螺纹孔螺纹连接配合、且经第二螺纹孔贯穿勾部;推压件与螺杆活动配合,且推压件随螺杆进行升降移动。In a preferred technical solution of the present invention, the locking mechanism includes a screw rod, a head fixed at the bottom end of the screw rod, and a pusher installed at the top end of the screw rod; the hooks of the first hook structure and the second hook structure are both A second threaded hole is provided, the screw rod is threadedly connected and matched with the second threaded hole, and penetrates the hook portion through the second threaded hole;
在本发明较佳的技术方案中,推压件包括托板、压板、限位板,托板的顶面中部开设有圆形状的沉槽,沉槽的槽底开设有通孔,通孔的直径与螺杆的外径适配,螺杆活动贯穿通孔;限位板的形状与沉槽形状适配,螺杆的顶端与限位板的底面中部固定焊接;压板通过螺钉固定在托板的顶面,使限位板转动卡于沉槽内。In a preferred technical solution of the present invention, the pushing member includes a support plate, a pressure plate, and a limit plate, a circular sinking groove is opened in the middle of the top surface of the support plate, and a through hole is opened at the bottom of the sinking groove, The diameter is adapted to the outer diameter of the screw, and the screw is movable through the through hole; the shape of the limit plate is adapted to the shape of the sink, the top of the screw is fixedly welded to the middle of the bottom surface of the limit plate; the pressure plate is fixed on the top surface of the support plate by screws , so that the limit plate is rotated and stuck in the sink.
在本发明较佳的技术方案中,第一卡勾结构为L型架结构、且勾部往支撑梁中心的一侧弯折,锁紧机构安装在勾部处。In a preferred technical solution of the present invention, the first hook structure is an L-shaped frame structure, the hook portion is bent to one side of the center of the support beam, and the locking mechanism is installed at the hook portion.
在本发明较佳的技术方案中,支撑梁的两侧壁底部固定均设有延伸板,延伸板上开设有多个第二穿孔,第二穿孔沿延伸板的长度方向均匀间隔设置;支撑梁通过贯穿延伸板的螺栓固定安装在桥体上。In a preferred technical solution of the present invention, extension plates are fixed at the bottoms of both side walls of the support beam, a plurality of second through holes are formed on the extension plate, and the second through holes are evenly spaced along the length direction of the extension plate; the support beam It is fixed to the bridge body by bolts through the extension plate.
在本发明较佳的技术方案中,支撑梁的两侧壁均开设有卡槽,两支撑梁之间的卡槽对应设置,架条的端部对应卡槽固定设有卡块,卡块的形状与卡槽的形状适配,卡块卡设于卡槽内、且通过螺栓进行加固。In a preferred technical solution of the present invention, the two side walls of the supporting beams are provided with clamping grooves, the clamping grooves between the two supporting beams are correspondingly arranged, and the ends of the frame bars are fixed with clamping blocks corresponding to the clamping grooves. The shape is adapted to the shape of the clamping slot, and the clamping block is clamped in the clamping slot and reinforced by bolts.
本发明的有益效果为:The beneficial effects of the present invention are:
本发明提供了一种吊桥斜拉索施工平台,其结构新颖,包括支撑梁及用于连接支撑梁的架条,支撑梁架设安装在桥体上、且相接处通过螺栓固定;支撑梁的底部固定设有第一卡勾结构,支撑梁的端部安装有第二卡勾结构,第一卡勾结构及第二卡勾结构可与桥体相互卡接,将支撑梁的部分受力进行分散,可实现螺栓连接及卡位支撑的双重配合,有效加强支撑强度,提高施工作业安全性;The invention provides a cable-stayed construction platform for a suspension bridge, which has a novel structure and includes a support beam and a frame bar used for connecting the support beam. The bottom is fixed with a first hook structure, and the end of the support beam is installed with a second hook structure. The first hook structure and the second hook structure can be hooked to each other with the bridge body, so that part of the support beam is subjected to force. Dispersed, it can realize the double cooperation of bolt connection and clamping support, effectively strengthen the support strength and improve the safety of construction operations;
其中,第二卡勾结构可进行旋转及伸缩调节,在吊装时,可使第二卡勾结构摆正支撑梁的上方,方便支撑梁抵持在桥体顶面,以便调整第一卡勾结构与桥体之间的配合;在支撑梁进行安装时,可先将第一卡勾结构与桥体进行卡接,然后再调节第二卡勾结构、使第二卡勾结构与桥体进行卡接,从而完成第一卡勾结构及第二卡勾结构与桥体的卡接,安装搭建较为方便;Among them, the second hook structure can be rotated and telescopically adjusted. During hoisting, the second hook structure can be positioned above the support beam, so that the support beam can be pressed against the top surface of the bridge body, so as to adjust the first hook structure Cooperation with the bridge body; when the support beam is installed, the first hook structure can be clamped with the bridge body first, and then the second hook structure can be adjusted so that the second hook structure can be clamped with the bridge body. The first hook structure and the second hook structure are connected with the bridge body, and the installation and construction are more convenient;
并且,第一卡勾结构及第二卡勾结构上设有锁紧机构,锁紧机构调节后可抵持桥体处、形成锁定,可进一步支撑梁与桥体之间的连接,从而提高施工平台的整体稳定性。In addition, the first hook structure and the second hook structure are provided with a locking mechanism. After the locking mechanism is adjusted, it can abut against the bridge body to form a lock, which can further support the connection between the beam and the bridge body, thereby improving construction. The overall stability of the platform.
附图说明Description of drawings
图1是本发明的具体实施例中提供的一种吊桥斜拉索施工平台的使用示意图;Fig. 1 is the use schematic diagram of a kind of suspension bridge cable-stayed construction platform provided in the specific embodiment of the present invention;
图2是本发明的具体实施例中提供的一种吊桥斜拉索施工平台的俯视图;2 is a top view of a suspension bridge stay cable construction platform provided in a specific embodiment of the present invention;
图3是本发明的具体实施例中提供的支撑梁与第二卡勾结构的吊挂摆放示意图;3 is a schematic diagram of hanging and placing a support beam and a second hook structure provided in a specific embodiment of the present invention;
图4是本发明的具体实施例中提供的支撑梁与第二卡勾结构的配合结构剖视图。FIG. 4 is a cross-sectional view of the matching structure of the support beam and the second hook structure provided in a specific embodiment of the present invention.
100、支撑梁;110、限位槽;120、插孔;130、延伸板;140、卡槽;150、第一穿孔;100, support beam; 110, limit slot; 120, jack; 130, extension plate; 140, card slot; 150, first perforation;
200、架条;210、卡块;200, rack; 210, block;
300、桥体;400、第一卡勾结构;500、第二卡勾结构;510、第二L型架;520、限位柱;521、第一螺纹孔;530、插柱;300, bridge body; 400, first hook structure; 500, second hook structure; 510, second L-shaped frame; 520, limit post; 521, first threaded hole; 530, plug;
600、锁紧机构;610、螺杆;620、头部;630、推压件;631、托板;632、压板;633、限位板。600, locking mechanism; 610, screw rod; 620, head; 630, pusher; 631, support plate; 632, pressure plate; 633, limit plate.
具体实施方式Detailed ways
下面结合附图并通过具体实施方式来进一步说明本发明的技术方案。The technical solutions of the present invention are further described below with reference to the accompanying drawings and through specific embodiments.
如图1至图4所示,本发明的具体实施例中公开了一种吊桥斜拉索施工平台,包括两条支撑梁100、用以架设在桥体300上,且相接处通过螺栓固定,两支撑梁100之间架设安装有架条200,支撑梁100的底部固定设有第一卡勾结构400,支撑梁100远离第一卡勾结构400的端部安装有第二卡勾结构500,第二卡勾结构500经调节可翻转至支撑梁100的顶面上方,且第二卡勾结构500经调节可沿支撑梁100的长度方向进行移动、并通过螺栓进行锁定,第二卡勾结构500移动至卡于桥体上;As shown in FIG. 1 to FIG. 4 , a specific embodiment of the present invention discloses a cable-stayed construction platform for a suspension bridge, which includes two
第一卡勾结构400及第二卡勾结构500上均设有锁紧机构600,锁紧机构600调节后可抵持桥体处、形成锁定;支撑梁远离第二卡勾结构的一端朝外延伸至架空状态,以便为拉索的穿设,为安装留出足够的操作空间,进而对拉索进行安装及调整。The
上述的一种吊桥斜拉索施工平台,其结构新颖,包括支撑梁及用于连接支撑梁的架条,支撑梁架设安装在桥体上、且相接处通过螺栓固定;支撑梁的底部固定设有第一卡勾结构,支撑梁的端部安装有第二卡勾结构,第一卡勾结构及第二卡勾结构可与桥体相互卡接,将支撑梁的部分受力进行分散,可实现螺栓连接及卡位支撑的双重配合,有效加强支撑强度,即使在支撑梁架空端进行施力,也可提供稳固的支撑,提高施工作业安全性;The above-mentioned cable-stayed construction platform for a suspension bridge has a novel structure and includes a support beam and a frame bar for connecting the support beam. The support beam is erected and installed on the bridge body, and the joint is fixed by bolts; A first hook structure is provided, and a second hook structure is installed at the end of the support beam. The first hook structure and the second hook structure can be connected with the bridge body to disperse part of the force of the support beam. It can realize the double cooperation of bolt connection and clamping support, which can effectively strengthen the support strength. Even if force is applied on the overhead end of the support beam, it can also provide stable support and improve the safety of construction operations;
其中,第二卡勾结构可进行旋转及伸缩调节,在吊装时,可使第二卡勾结构摆正支撑梁的上方,方便支撑梁抵持在桥体顶面,以便调整第一卡勾结构与桥体之间的配合;在支撑梁进行安装时,可先将第一卡勾结构与桥体进行卡接,然后再调节第二卡勾结构、使第二卡勾结构与桥体进行卡接,从而完成第一卡勾结构及第二卡勾结构与桥体的卡接,安装搭建较为方便;Among them, the second hook structure can be rotated and telescopically adjusted. During hoisting, the second hook structure can be positioned above the support beam, so that the support beam can be pressed against the top surface of the bridge body, so as to adjust the first hook structure Cooperation with the bridge body; when the support beam is installed, the first hook structure can be clamped with the bridge body first, and then the second hook structure can be adjusted so that the second hook structure can be clamped with the bridge body. The first hook structure and the second hook structure are connected with the bridge body, and the installation and construction are more convenient;
并且,第一卡勾结构及第二卡勾结构上设有锁紧机构,锁紧机构调节后可抵持桥体处、形成锁定,可进一步支撑梁与桥体之间的连接,从而提高施工平台的整体稳定性。In addition, the first hook structure and the second hook structure are provided with a locking mechanism. After the locking mechanism is adjusted, it can abut against the bridge body to form a lock, which can further support the connection between the beam and the bridge body, thereby improving construction. The overall stability of the platform.
需要说明的是,支撑梁及架条的顶面还可加装防护网,进一步提高安全性。It should be noted that the top surface of the support beam and the frame can also be equipped with a protective net to further improve the safety.
进一步地,第二卡勾结构500包括第二L型架510、限位柱520、插柱530,限位柱520垂直固定第二L型架510的顶部侧壁、且位于第二L型架510的勾部一侧;插柱530为圆柱结构,限位柱520为方柱结构,插柱530固定设于限位柱520的端面;支撑梁100的端部开设有限位槽110,限位槽110的槽底处设有插孔120,插孔120的形状与插柱530的形状适配,限位柱520的形状与限位槽110的形状适配,限位柱520抽离限位槽110时、第二L型架510可绕插柱530的轴线进行旋转摆动,限位柱520插于限位槽110内时、第二L型架无法进行转动;且限位柱520插于限位槽110内时、可通过螺栓进行固定;此结构设计可通过限位柱与限位槽的配合,从而实现第二L型架的位置锁定,使得第二L型架摆动至预设位置后即无法进行旋转,方便安装孔位的对齐及螺栓的安装;而插柱及插孔的配合,则可为转动提供支点,当限位柱抽离限位槽后,此时的插柱仍然插于插孔内,可使得第二L型架绕插柱的轴线进行转动;锁紧机构600安装在第二L型架510的勾部处。Further, the
进一步地,限位槽110的顶面开设有第一穿孔150,第一穿孔为条形孔结构,第一穿孔沿限位槽的长度方向延伸;限位柱520上设有第一螺纹孔521,第一螺纹孔贯穿限位柱、且第一螺纹孔的轴线垂直第二L型架的勾部;此结构设计可对调节到位后的限位柱通过螺栓进行安装加固,防止限位柱的脱离,也防止第二L型架位置的变动。Further, the top surface of the limiting
进一步地,第一螺纹孔的数量为2,可方便第一螺纹孔与第一穿孔的对位,若能通过两个螺栓进行固定就通过两个螺栓固定,加强连接。Further, the number of the first threaded holes is 2, which can facilitate the alignment of the first threaded holes and the first through holes. If it can be fixed by two bolts, it can be fixed by two bolts to strengthen the connection.
进一步地,限位槽的端口棱边处、第一插孔的端口棱边处均设有倒角,可方便插柱伸入插孔内,限位柱插入限位槽内,便于调节操作。Further, the edge of the port of the limit slot and the edge of the port of the first jack are provided with chamfers, which can facilitate the insertion of the post into the jack, and the insertion of the limit post into the limit slot to facilitate adjustment operations.
进一步地,第二L型架、限位柱、插柱为一体成型结构,可保证第二卡勾结构自身的结构强度,防止其轻易弯折或损坏。Further, the second L-shaped frame, the limiting post and the insert post are integrally formed, which can ensure the structural strength of the second hook structure itself and prevent it from being easily bent or damaged.
进一步地,锁紧机构600包括螺杆610,固定设于螺杆610底端的头部620,安装在螺杆610顶端的推压件630;第一卡勾结构400及第二卡勾结构500的勾部上均设有第二螺纹孔,螺杆610于第二螺纹孔螺纹连接配合、且经第二螺纹孔贯穿勾部;推压件630与螺杆610活动配合,且推压件630随螺杆610进行升降移动;螺杆转动时可实现升降活动,而推压件不随螺杆进行转动,从而实现推压件与桥体位置间距的改变,推压件上升至抵持桥体时,由于螺杆于第二螺纹孔螺纹连接配合,可实现稳固的夹持配合;进一步地,头部为棱形柱体结构,方便与工具进行配合使用,从而进行稳固的拧紧夹持;需要说明的是,螺杆与头部的配合可通过定制螺栓结构制作,使螺杆远离头部的端部侧壁为光滑面,方便与推压件进行安装配合。Further, the
进一步地,推压件630包括托板631、压板632、限位板633,托板631的顶面中部开设有圆形状的沉槽,沉槽的槽底开设有通孔,通孔的直径与螺杆610的外径适配,螺杆活动贯穿通孔;限位板633的形状与沉槽形状适配,螺杆610的顶端与限位板633的底面中部固定焊接;压板632通过螺钉固定在托板631的顶面,使限位板转动卡于沉槽内,即可实现转动配合,也可有效防止推压件从螺杆处脱离;更具体的,在安装时,螺杆从第二螺纹孔处穿过,螺杆的端部贯穿托板,然后再将限位板焊接在螺杆上,最后再安装压板;进一步地,限位板的底面固定设有凸块、螺杆的顶面凹陷设有插槽,凸块为棱柱状结构、凸块的形状与插槽的形状适配,凸块卡于插槽内、且限位板焊接固定在螺杆的顶面,可确保限位板安装位置的准确,使限位板与沉槽之间形成转动配合。Further, the pushing
进一步地,第一卡勾结构400为L型架结构、且勾部往支撑梁100中心的一侧弯折,锁紧机构600安装在勾部处;第一卡勾结构与支撑梁为一体成型结构,并于连接处焊接加固,可有效保证第一卡勾结构与支撑梁之间的连接,保证第一卡勾结构的受力,从而进行稳固的搭建支撑。Further, the
进一步地,支撑梁100的两侧壁底部固定均设有延伸板130,延伸板上开设有多个第二穿孔,第二穿孔沿延伸板的长度方向均匀间隔设置;支撑梁通过贯穿延伸板的螺栓固定安装在桥体上,提供基础的连接安装,进一步防止支撑梁跑偏。Further,
进一步地,支撑梁100的两侧壁均开设有卡槽140,两支撑梁之间的卡槽对应设置,架条200的端部对应卡槽固定设有卡块210,卡块210的形状与卡槽140的形状适配,卡块卡设于卡槽内、且通过螺栓进行加固;卡槽为T型槽结构或燕尾槽结构,卡块的形状与卡槽的形状适配,可有效限定两支撑梁之间的间距,使得两支撑梁之间不会轻易发生松脱,有效加强两支撑梁之间的连接。Further, the two side walls of the
进一步地,至少设有两条架条,至少一条架条架设安装在两支撑梁的中部,另一条架条架设安装在两支撑梁的架空端的端部位置,进一步加强两支撑梁之间的连接,保证支撑强度。Further, there are at least two rack bars, at least one rack bar is erected and installed in the middle of the two support beams, and the other rack bar is erected and installed at the end positions of the overhead ends of the two support beams to further strengthen the connection between the two support beams. , to ensure the support strength.
本发明是通过优选实施例进行描述的,本领域技术人员知悉,在不脱离本发明的精神和范围的情况下,可以对这些特征和实施例进行各种改变或等效替换。本发明不受此处所公开的具体实施例的限制,其他落入本申请的权利要求内的实施例都属于本发明保护的范围。The present invention has been described in terms of preferred embodiments, and those skilled in the art will appreciate that various changes or equivalent substitutions may be made to these features and embodiments without departing from the spirit and scope of the present invention. The present invention is not limited by the specific embodiments disclosed herein, and other embodiments falling within the claims of the present application all belong to the protection scope of the present invention.
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