CN111496441A - A system for making steel bar formwork for prefabricated concrete - Google Patents
A system for making steel bar formwork for prefabricated concrete Download PDFInfo
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- CN111496441A CN111496441A CN202010330148.7A CN202010330148A CN111496441A CN 111496441 A CN111496441 A CN 111496441A CN 202010330148 A CN202010330148 A CN 202010330148A CN 111496441 A CN111496441 A CN 111496441A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass
- B23K37/04—Auxiliary devices or processes, not specially adapted for a procedure covered by only one of the other main groups of this subclass for holding or positioning work
- B23K37/0426—Fixtures for other work
- B23K37/0435—Clamps
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
- B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
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Abstract
本发明涉及一种混凝土预制件成型钢筋模架制作系统,包括基座、外撑机构、伸缩板、调节架、调节螺栓、定位机构和承托机构,所述的基座为空心圆柱体结构,基座的上端外侧面上对称设置有调节槽,基座的外侧面上下两端均对称分布有一组外撑机构,两组外撑机构的位置一一对应。本发明可以解决现有对钢筋模架加工制作时存在的:钢筋环的锁定夹具针对性较差,每种锁定夹具只能针对一种型号的钢筋模架上的钢筋环进行支撑锁定,且钢筋环的锁定不稳定,从而钢筋环与箍筋焊接时造成影响等问题。
The invention relates to a system for making a concrete prefabricated steel bar formwork, comprising a base, an outer support mechanism, a telescopic plate, an adjusting frame, an adjusting bolt, a positioning mechanism and a supporting mechanism, wherein the base is a hollow cylinder structure, Adjusting grooves are symmetrically arranged on the outer surface of the upper end of the base, and a set of outer support mechanisms are symmetrically distributed at the upper and lower ends of the outer surface of the base, and the positions of the two sets of outer support mechanisms correspond one-to-one. The invention can solve the existing problems in the processing and manufacture of the steel bar formwork: the locking fixture of the steel bar ring has poor pertinence, each locking fixture can only support and lock the steel bar ring on one type of steel bar formwork, and the steel bar is locked. The locking of the ring is unstable, which causes problems such as influence when the reinforcement ring is welded to the stirrup.
Description
技术领域technical field
本发明涉及混凝土预制件技术领域,特别涉及一种混凝土预制件成型钢筋模架制作系统。The invention relates to the technical field of concrete prefabricated parts, in particular to a system for making a steel bar formwork for forming concrete prefabricated parts.
背景技术Background technique
市政道路的地下布设有电力、电信、热力、燃气、污水、再生水等管线,为方便管线的检查与维修,在市政道理上需要设置井盖。市政的井盖进行铺设安装前需要在井盖的外侧放置钢筋模架并在钢筋模架上浇筑混凝土,以便增加井盖的支撑稳定性。Electric power, telecommunication, heat, gas, sewage, reclaimed water and other pipelines are arranged underground on municipal roads. In order to facilitate the inspection and maintenance of pipelines, manhole covers need to be set up in municipal principles. Before laying and installing the municipal manhole cover, it is necessary to place a steel formwork on the outside of the manhole cover and pour concrete on the steel formwork to increase the support stability of the manhole cover.
钢筋模架是由上下分布的两组内钢筋环与外钢筋环通过箍筋的焊接形成的框架结构,钢筋模架能够增加井盖安装前的支撑效果,防止井盖发生下陷的情况;钢筋模架加工时需要将两组钢筋环进行分别锁定,之后人工将箍筋焊接在在钢筋环组成的结构的外侧,现有对钢筋模架加工制作时存在的问题如下:Reinforcing formwork is a frame structure formed by welding two sets of inner and outer reinforcing steel rings distributed up and down through stirrups. Reinforcing formwork can increase the support effect of the manhole cover before installation and prevent the manhole cover from sinking; The two groups of reinforcement rings need to be locked separately, and then the stirrups are manually welded to the outside of the structure composed of the reinforcement rings. The existing problems in the processing and production of the reinforcement formwork are as follows:
1.钢筋环的锁定夹具针对性较差,每种锁定夹具只能针对一种型号的钢筋模架上的钢筋环进行支撑锁定,且钢筋环的锁定不稳定,从而钢筋环与箍筋焊接时造成影响;1. The locking fixture of the steel bar ring is less targeted, each locking fixture can only support and lock the steel bar ring on one type of steel bar formwork, and the locking of the steel bar ring is unstable, so when the steel bar ring and the stirrup are welded cause an impact;
2.箍筋焊接时需要人工将其位置进行摆正并抓持,使得箍筋无法垂直于钢筋环布置,造成钢筋模架的加工效果差,且人工抓持箍筋时会存在一定的安全隐患。2. When the stirrups are welded, they need to be adjusted and grasped manually, so that the stirrups cannot be arranged perpendicular to the steel ring, resulting in poor processing effect of the steel formwork, and there will be certain safety hazards when manually grasping the stirrups .
发明内容SUMMARY OF THE INVENTION
为了解决上述问题,本发明提供了一种混凝土预制件成型钢筋模架制作系统,包括基座、外撑机构、伸缩板、调节架、调节螺栓、定位机构和承托机构,所述的基座为空心圆柱体结构,基座的上端外侧面上对称设置有调节槽,基座的外侧面上下两端均对称分布有一组外撑机构,两组外撑机构的位置一一对应;In order to solve the above problems, the present invention provides a system for making a concrete prefabricated steel bar formwork, including a base, an outer support mechanism, a telescopic plate, an adjusting frame, an adjusting bolt, a positioning mechanism and a supporting mechanism. It is a hollow cylinder structure, the upper end of the base is symmetrically provided with adjustment grooves on the outer side, the outer side of the base is symmetrically distributed at the upper and lower ends with a set of external support mechanisms, and the positions of the two sets of external support mechanisms correspond one-to-one;
位于基座下端的外撑机构安装在基座的外侧面上,位于基座上端的外撑机构位于调节槽的外侧,上下相邻的两个外撑机构的中部之间均连接有伸缩板,伸缩板的上端为伸缩端,调节架位于基座的空心结构内,调节架的外端穿过调节槽,调节架的外侧面与基座上端的外撑机构相连接,调节螺栓的底部通过轴承安装在调节架的中部上端面上,调节螺栓的中部通过螺纹配合的方式与基座的上侧壁相连接,基座的中部外侧面上安装有定位机构,基座下端相邻的两个外撑机构的内端之间安装有承托机构,本发明能够对钢筋模架上的钢筋环进行支撑,以便钢筋环能够锁定住,便于箍筋焊接在钢筋环上,通过定位机构带动伸缩板进行内外位置调节,伸缩板能够带动外撑机构进行同步内外移动,使得基座的上下两组外撑机构能够分别对一个内钢筋环和一个外钢筋环进行支撑,通过拧动调节螺栓使得调节架能够带动基座上端的外撑机构进行同步上下移动,此时伸缩板能够进行配合伸缩运动,从而钢筋环之间组成模架的框架,然后将箍筋卡放在钢筋环组成的结构上,通过承托机构能够对箍筋进行定位,使得箍筋焊接在钢筋环上时不会发生位置变化,从而增加钢筋模架的加工效果。The outer support mechanism located at the lower end of the base is installed on the outer surface of the base, the outer support mechanism located at the upper end of the base is located outside the adjustment groove, and a telescopic plate is connected between the middle parts of the two adjacent outer support mechanisms up and down. The upper end of the telescopic plate is the telescopic end, and the adjusting frame is located in the hollow structure of the base. It is installed on the upper end face of the middle part of the adjusting frame, the middle part of the adjusting bolt is connected with the upper side wall of the base by means of threaded fitting, the positioning mechanism is installed on the outer surface of the middle part of the base, and the two outer sides adjacent to the lower end of the base are installed. A support mechanism is installed between the inner ends of the support mechanism, and the invention can support the steel bar rings on the steel bar formwork, so that the steel bar rings can be locked, so that the stirrups can be welded on the steel bar rings, and the expansion plate is driven by the positioning mechanism to carry out The inner and outer positions are adjusted, and the telescopic plate can drive the outer support mechanism to move synchronously inside and outside, so that the upper and lower groups of the outer support mechanism of the base can support an inner steel ring and an outer steel ring respectively. The outer support mechanism at the upper end of the base is driven to move up and down synchronously. At this time, the telescopic plate can cooperate with the telescopic movement, so that the frame of the formwork is formed between the steel rings, and then the stirrups are clamped on the structure composed of the steel rings. The support mechanism can position the stirrup, so that the position of the stirrup will not change when it is welded on the steel ring, thereby increasing the processing effect of the steel formwork.
所述的外撑机构包括外撑柱、第一撑体、第二撑体、外撑滑块和外撑弹簧,外撑柱为伸缩结构,且伸缩板连接在外撑柱的伸缩端上,外撑柱的中部上端面设置有T型槽,T型槽位于伸缩板的外侧,外撑柱外端顶部上安装有第一撑体,第二撑体位于T型槽的上方,第二撑体的底部上安装有与T型槽滑动配合的外撑滑块,外撑滑块的内侧面通过外撑弹簧安装在T型槽的内壁上,具体工作时,外撑机构能够对不同型号的钢筋环进行支撑与锁定,使得钢筋环在焊接时处于稳定的状态,在伸缩板带动外撑柱进行伸缩运动时,第一撑体能够从内侧将外钢筋环进行支撑,外钢筋环锁定完成后,向内拉动第二撑体,使得第二撑体能够将内钢筋环进行支撑锁定,从而钢筋环能够处于稳定的状态。The outer support mechanism includes an outer support column, a first support body, a second support body, an outer support slider and an outer support spring. The outer support column is a telescopic structure, and the telescopic plate is connected to the telescopic end of the outer support column. The upper end face of the middle part of the strut is provided with a T-slot, the T-slot is located on the outside of the telescopic plate, the first strut is installed on the top of the outer end of the outer strut, the second strut is located above the T-slot, and the second strut is located on the top of the outer strut. An outer support slider that is slidingly matched with the T-shaped groove is installed on the bottom of the outer support block, and the inner side of the outer support slider is installed on the inner wall of the T-shaped groove through the outer support spring. The ring is supported and locked, so that the steel ring is in a stable state during welding. When the telescopic plate drives the outer support column to perform telescopic movement, the first support body can support the outer steel ring from the inside. After the outer steel ring is locked, The second support body is pulled inward, so that the second support body can support and lock the inner steel bar ring, so that the steel bar ring can be in a stable state.
所述的定位机构包括定位座、联动杆、定位支板、定位弹柱和插杆,定位座的中部内侧面上设置有环形滑块,基座的中部内侧面上设置有与环形滑块相配合的环形滑槽,这种设置能够增加定位座的转动顺畅度,定位座的外侧面上通过铰链对称安装有联动杆,联动杆的外端通过铰链安装在伸缩板的下端上,定位座的顶部沿其周向对称设置有插孔;The positioning mechanism includes a positioning seat, a linkage rod, a positioning support plate, a positioning spring column and an insert rod. A ring-shaped slider is arranged on the inner side of the middle part of the positioning seat, and a ring-shaped slider is arranged on the inner side of the middle part of the base. The matching annular chute, this arrangement can increase the smoothness of the rotation of the positioning seat. A linkage rod is symmetrically installed on the outer surface of the positioning seat through a hinge, and the outer end of the linkage rod is mounted on the lower end of the telescopic plate through a hinge. The top is symmetrically arranged with sockets along its circumferential direction;
定位支板位于定位座的上方,定位支板安装在基座的外侧面上,定位支板通过滑动配合的方式与定位弹柱的中部相连接,定位弹柱的底部上安装有插杆,插杆穿插在定位座设置的插孔内,具体工作时,定位机构能够通过伸缩板带动外撑柱进行伸缩运动,通过向上拉动定位弹柱使得插杆从定位座上的插孔内移出,然后将定位座进行转动,定位座的转动能够带动联动杆发生角度的变化,使得联动杆在铰链的连接作用下推动伸缩板进行内外移动,之后松开定位弹柱使得插杆插入到插孔内,以便对定位座的位置进行锁定。The positioning support plate is located above the positioning seat, the positioning support plate is installed on the outer side of the base, and the positioning support plate is connected with the middle of the positioning spring column by sliding fit. The rod is inserted into the socket set on the positioning seat. During the specific operation, the positioning mechanism can drive the outer support column to perform telescopic movement through the telescopic plate. The positioning seat rotates, and the rotation of the positioning seat can drive the angle of the linkage rod to change, so that the linkage rod pushes the telescopic plate to move inside and outside under the connection of the hinge, and then loosens the positioning spring to insert the rod into the jack, so that Lock the position of the positioning seat.
所述的承托机构包括承托架、承托滑块、承托支杆、夹持板、夹持连板和夹持弹柱,承托架为弧形结构,承托架安装在基座下端相邻的两个外撑柱的固定端之间,承托架上通过滑动配合的方式与承托滑块相连接,承托滑块的外端上安装有承托支杆。The supporting mechanism includes a supporting bracket, a supporting sliding block, a supporting support rod, a clamping plate, a clamping connecting plate and a clamping spring column. The supporting bracket is an arc structure, and the supporting bracket is installed on the base. Between the fixed ends of the two outer support columns adjacent to the lower ends, the support bracket is connected with the support slider by sliding fit, and a support rod is installed on the outer end of the support slider.
作为本发明的一种优选技术方案,承托支杆的外端对称设置有两个夹持板,每个夹持板的外侧面均与一个夹持弹柱的内端相连接,夹持弹柱的中部通过滑动配合的方式与夹持连板相连接,夹持连板为L型结构,夹持连板的下端安装在承托支杆的侧面上,具体工作时,承托机构能够对箍筋进行夹持,使得箍筋垂直于钢筋环布置并处于稳定的状态,以便箍筋能够快速焊接到钢筋环上,承托滑块能够在承托架上滑动,使得承托支杆的位置与箍筋的位置相对应,夹持板在夹持弹柱的作用下能够将箍筋的下端左右两侧进行夹持,使得箍筋与钢筋环处于垂直的状态,且箍筋不会发生偏斜,之后通过人工将箍筋焊接到钢筋环上。As a preferred technical solution of the present invention, two clamping plates are symmetrically arranged at the outer ends of the supporting struts, and the outer side of each clamping plate is connected with the inner end of a clamping spring column, which clamps the springs. The middle part of the column is connected with the clamping connecting plate by means of sliding fit. The clamping connecting plate is an L-shaped structure, and the lower end of the clamping connecting plate is installed on the side of the supporting rod. The stirrups are clamped, so that the stirrups are arranged perpendicular to the steel ring and are in a stable state, so that the stirrups can be quickly welded to the steel ring, and the support slider can slide on the support bracket, so that the position of the support rod Corresponding to the position of the stirrup, the clamping plate can clamp the left and right sides of the lower end of the stirrup under the action of the clamping elastic column, so that the stirrup and the steel ring are in a vertical state, and the stirrup will not be offset. The stirrups are then welded to the rebar rings by hand.
作为本发明的一种优选技术方案,所述的承托滑块的上端内壁与承托架的顶部之间留有一定间隙,承托滑块的上侧壁通过滑动配合的方式与承托弹柱的中部相连接,承托滑块的下端上安装有摩擦块,摩擦块的底部承托架的上侧面之间为摩擦配合,所述的承托弹柱的伸缩力大于夹持弹柱的伸缩力,摩擦块在承托弹柱的作用下能够具有一定力度的压在承托架的上侧面,使得承托滑块不会发生随意移动,当箍筋焊接完毕后,向上拉动承托弹柱,并将承托滑块向下压动一定的高度,使得夹持板能够与箍筋相分离,之后移动承托滑块滑动到承托架的其他位置以便将钢筋环其他位置进行箍筋的焊接动作,承托弹柱的伸缩力大于夹持弹柱的伸缩力使得箍筋锁定在夹持板之间时,承托滑块不会发生上下移动。As a preferred technical solution of the present invention, a certain gap is left between the inner wall of the upper end of the support slider and the top of the support bracket, and the upper side wall of the support slider is slidingly fitted with the support spring. The middle part of the column is connected, and a friction block is installed on the lower end of the supporting slider, and the upper side of the bottom bearing bracket of the friction block is a friction fit. Under the action of the supporting elastic column, the friction block can press the upper side of the supporting bracket with a certain strength, so that the supporting slider will not move at will. When the stirrup is welded, pull the supporting elastic upward. column, and press the support slider down to a certain height, so that the clamping plate can be separated from the stirrup, and then move the support slider to other positions of the support bracket so that the stirrups can be carried out in other positions of the steel ring. The expansion and contraction force of the supporting spring column is greater than that of the clamping spring column, so that when the stirrup is locked between the clamping plates, the supporting slider will not move up and down.
作为本发明的一种优选技术方案,所述的夹持板为阶梯状结构,且夹持板外端高度大于其内端的高度,夹持板内端的高度与外撑柱伸缩端的上侧面高度相对应,这种设置使得夹持板的内端的高度与钢筋环的底部高度相对应,夹持板的外端内侧面设置有斜角,夹持板的阶梯状结构的内端能够防止夹持板卡在内钢筋环的底部,造成承托滑块无法顺畅的移动,夹持板的内端的斜角能够便于箍筋插入到两个夹持板之间。As a preferred technical solution of the present invention, the clamping plate has a stepped structure, and the height of the outer end of the clamping plate is greater than the height of the inner end thereof, and the height of the inner end of the clamping plate is the same as the height of the upper side of the telescopic end of the outer strut. Correspondingly, this arrangement makes the height of the inner end of the clamping plate correspond to the height of the bottom of the reinforcement ring, the inner side of the outer end of the clamping plate is provided with a bevel, and the inner end of the stepped structure of the clamping plate can prevent the clamping plate It is stuck at the bottom of the inner reinforcement ring, so that the supporting slider cannot move smoothly, and the bevel at the inner end of the clamping plate can facilitate the insertion of the stirrup between the two clamping plates.
作为本发明的一种优选技术方案,所述的第一撑体与第二撑体的结构相同,第一撑体的下端外侧面设置有弧形槽,弧形槽的截面为圆形,第一撑体的上端外侧面设置有斜槽,第一撑体的弧形槽能够将钢筋环稳定的撑住,增加钢筋环的支撑锁定效果,第一撑体上的斜槽能够防止钢筋环发生向上滑动。As a preferred technical solution of the present invention, the first support body has the same structure as the second support body, and the outer side surface of the lower end of the first support body is provided with an arc-shaped groove, and the cross-section of the arc-shaped groove is circular. An oblique groove is arranged on the outer side of the upper end of a support body. The arc-shaped groove of the first support body can stably support the steel bar ring and increase the support and locking effect of the steel bar ring. The inclined groove on the first support body can prevent the steel bar ring from occurring. Swipe up.
作为本发明的一种优选技术方案,所述的定位座上的插孔为扩孔结构,定位座的外侧面上设置有拨动板,定位座上插孔的扩孔结构能够便于插杆插入到其中,拨动板能够方便人工将定位座进行旋转。As a preferred technical solution of the present invention, the insertion hole on the positioning seat is of a reaming structure, a toggle plate is arranged on the outer side of the positioning seat, and the reaming structure of the insertion hole on the positioning seat can facilitate the insertion of the insertion rod There, the toggle plate can conveniently rotate the positioning seat manually.
本发明的有益效果在于:The beneficial effects of the present invention are:
一、本发明能够将钢筋模架中的钢筋环进行支撑与锁定,并将钢筋环之间的距离进行调节,以便钢筋环能够组成合适的模架尺寸,增加钢筋模架的成型效果,稳定锁定的钢筋环能够防止钢筋环在进行箍筋焊接时发生晃动,从而增加钢筋模架进行箍筋焊接的效果,本发明还能够对箍筋焊接时将其进行定位,使得箍筋能够与钢筋环处于垂直的状态,增加箍筋的焊接效率与效果;1. The present invention can support and lock the steel bar rings in the steel bar formwork, and adjust the distance between the steel bar rings, so that the steel bar rings can form a suitable formwork size, increase the forming effect of the steel bar formwork, and stabilize the locking The reinforcing steel ring can prevent the steel ring from shaking when the stirrup is welded, thereby increasing the effect of the steel formwork for the stirrup welding. The vertical state increases the welding efficiency and effect of stirrups;
二、本发明定位机构能够对外撑机构的位置进行调节,使得外撑机构能够对不同型号的内钢筋环与外钢筋环进行分别支撑与锁定,使得钢筋环在焊接时处于稳定的状态;2. The positioning mechanism of the present invention can adjust the position of the outer support mechanism, so that the outer support mechanism can support and lock different types of inner steel bar rings and outer steel bar rings respectively, so that the steel bar rings are in a stable state during welding;
三、本发明调节螺栓的转动使得调节架能够带动基座上端的外撑机构进行同步上下移动,此时伸缩板能够进行配合伸缩运动,从而钢筋环之间组成模架的框架;3. The rotation of the adjusting bolt of the present invention enables the adjusting frame to drive the outer support mechanism at the upper end of the base to move up and down synchronously, and the telescopic plate can cooperate with the telescopic movement at this time, so that the frame of the formwork is formed between the steel rings;
四、本发明托机构能够对箍筋进行夹持,使得箍筋垂直于钢筋环布置并处于稳定的状态,以便箍筋能够快速焊接到钢筋环上;Fourth, the support mechanism of the present invention can clamp the stirrups, so that the stirrups are arranged perpendicular to the steel ring and are in a stable state, so that the stirrups can be quickly welded to the steel ring;
五、本发明第一撑体与第二撑体的弧形槽能够将钢筋环稳定的撑住,增加钢筋环的支撑锁定效果,第一撑体与第二撑体上的斜槽能够防止钢筋环发生向上滑动。5. The arc-shaped grooves of the first support body and the second support body of the present invention can stably support the steel bar ring, increase the support and locking effect of the steel bar ring, and the inclined grooves on the first support body and the second support body can prevent the steel bar The ring slides up.
附图说明Description of drawings
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1是本发明的第一结构示意图;Fig. 1 is the first structural representation of the present invention;
图2是本发明的第二结构示意图;Fig. 2 is the second structural representation of the present invention;
图3是本发明基座与定位机构之间的剖视图;3 is a cross-sectional view between the base of the present invention and the positioning mechanism;
图4是本发明承托机构的结构示意图;Fig. 4 is the structural representation of the supporting mechanism of the present invention;
图5是本发明承托架、承托滑块、承托弹柱与摩擦块之间的结构示意图;5 is a schematic structural diagram of the present invention between the support bracket, the support slider, the support spring column and the friction block;
图6是本发明外撑机构的剖视图;Fig. 6 is the sectional view of the external support mechanism of the present invention;
图7是钢筋环与箍筋定位后的结构示意图。FIG. 7 is a schematic structural diagram of the reinforcement ring and the stirrup after positioning.
具体实施方式Detailed ways
以下结合附图对本发明的实施例进行详细说明,但是本发明可以由权利要求限定和覆盖的多种不同方式实施。The embodiments of the present invention are described in detail below with reference to the accompanying drawings, but the present invention can be implemented in many different ways as defined and covered by the claims.
如图1至图7所示,一种混凝土预制件成型钢筋模架制作系统,包括基座1、外撑机构2、伸缩板3、调节架4、调节螺栓5、定位机构6和承托机构7,所述的基座1为空心圆柱体结构,基座1的上端外侧面上对称设置有调节槽11,基座1的外侧面上下两端均对称分布有一组外撑机构2,两组外撑机构2的位置一一对应;As shown in Figures 1 to 7, a system for making a steel bar formwork for prefabricated concrete includes a
位于基座1下端的外撑机构2安装在基座1的外侧面上,位于基座1上端的外撑机构2位于调节槽11的外侧,上下相邻的两个外撑机构2的中部之间均连接有伸缩板3,伸缩板3的上端为伸缩端,调节架4位于基座1的空心结构内,调节架4的外端穿过调节槽11,调节架4的外侧面与基座1上端的外撑机构2相连接,调节螺栓5的底部通过轴承安装在调节架4的中部上端面上,调节螺栓5的中部通过螺纹配合的方式与基座1的上侧壁相连接,基座1的中部外侧面上安装有定位机构6,基座1下端相邻的两个外撑机构2的内端之间安装有承托机构7,本发明能够对钢筋模架上的钢筋环进行支撑,以便钢筋环能够锁定住,便于箍筋焊接在钢筋环上,通过定位机构6带动伸缩板3进行内外位置调节,伸缩板3能够带动外撑机构2进行同步内外移动,使得基座1的上下两组外撑机构2能够分别对一个内钢筋环和一个外钢筋环进行支撑,通过拧动调节螺栓5使得调节架4能够带动基座1上端的外撑机构2进行同步上下移动,此时伸缩板3能够进行配合伸缩运动,从而钢筋环之间组成模架的框架,然后将箍筋卡放在钢筋环组成的结构上,通过承托机构7能够对箍筋进行定位,使得箍筋焊接在钢筋环上时不会发生位置变化,从而增加钢筋模架的加工效果。The
所述的外撑机构2包括外撑柱21、第一撑体22、第二撑体23、外撑滑块24和外撑弹簧25,外撑柱21为伸缩结构,且伸缩板3连接在外撑柱21的伸缩端上,外撑柱21的中部上端面设置有T型槽,T型槽位于伸缩板3的外侧,外撑柱21外端顶部上安装有第一撑体22,第二撑体23位于T型槽的上方,第二撑体23的底部上安装有与T型槽滑动配合的外撑滑块24,外撑滑块24的内侧面通过外撑弹簧25安装在T型槽的内壁上,具体工作时,外撑机构2能够对不同型号的钢筋环进行支撑与锁定,使得钢筋环在焊接时处于稳定的状态,在伸缩板3带动外撑柱21进行伸缩运动时,第一撑体22能够从内侧将外钢筋环进行支撑,外钢筋环锁定完成后,向内拉动第二撑体23,使得第二撑体23能够将内钢筋环进行支撑锁定,从而钢筋环能够处于稳定的状态。The
所述的第一撑体22与第二撑体23的结构相同,第一撑体22的下端外侧面设置有弧形槽,弧形槽的截面为圆形,第一撑体22的上端外侧面设置有斜槽,第一撑体22的弧形槽能够将钢筋环稳定的撑住,增加钢筋环的支撑锁定效果,第一撑体22上的斜槽能够防止钢筋环发生向上滑动。The
所述的定位机构6包括定位座61、联动杆62、定位支板63、定位弹柱64和插杆65,定位座61的中部内侧面上设置有环形滑块,基座1的中部内侧面上设置有与环形滑块相配合的环形滑槽,这种设置能够增加定位座61的转动顺畅度,定位座61的外侧面上通过铰链对称安装有联动杆62,联动杆62的外端通过铰链安装在伸缩板3的下端上,定位座61的顶部沿其周向对称设置有插孔;The
定位支板63位于定位座61的上方,定位支板63安装在基座1的外侧面上,定位支板63通过滑动配合的方式与定位弹柱64的中部相连接,定位弹柱64的底部上安装有插杆65,插杆65穿插在定位座61设置的插孔内,具体工作时,定位机构6能够通过伸缩板3带动外撑柱21进行伸缩运动,通过向上拉动定位弹柱64使得插杆65从定位座61上的插孔内移出,然后将定位座61进行转动,定位座61的转动能够带动联动杆62发生角度的变化,使得联动杆62在铰链的连接作用下推动伸缩板3进行内外移动,之后松开定位弹柱64使得插杆65插入到插孔内,以便对定位座61的位置进行锁定。The
所述的定位座61上的插孔为扩孔结构,定位座61的外侧面上设置有拨动板66,定位座61上插孔的扩孔结构能够便于插杆65插入到其中,拨动板66能够方便人工将定位座61进行旋转。The insertion hole on the
所述的承托机构7包括承托架71、承托滑块72、承托支杆73、夹持板74、夹持连板75和夹持弹柱76,承托架71为弧形结构,承托架71安装在基座1下端相邻的两个外撑柱21的固定端之间,承托架71上通过滑动配合的方式与承托滑块72相连接,承托滑块72的外端上安装有承托支杆73;The supporting
承托支杆73的外端对称设置有两个夹持板74,每个夹持板74的外侧面均与一个夹持弹柱76的内端相连接,夹持弹柱76的中部通过滑动配合的方式与夹持连板75相连接,夹持连板75为L型结构,夹持连板75的下端安装在承托支杆73的侧面上,具体工作时,承托机构7能够对箍筋进行夹持,使得箍筋垂直于钢筋环布置并处于稳定的状态,以便箍筋能够快速焊接到钢筋环上,承托滑块72能够在承托架71上滑动,使得承托支杆73的位置与箍筋的位置相对应,夹持板74在夹持弹柱76的作用下能够将箍筋的下端左右两侧进行夹持,使得箍筋与钢筋环处于垂直的状态,且箍筋不会发生偏斜,之后通过人工将箍筋焊接到钢筋环上。Two clamping
所述的承托滑块72的上端内壁与承托架71的顶部之间留有一定间隙,承托滑块72的上侧壁通过滑动配合的方式与承托弹柱77的中部相连接,承托滑块72的下端上安装有摩擦块78,摩擦块78的底部承托架71的上侧面之间为摩擦配合,所述的承托弹柱77的伸缩力大于夹持弹柱76的伸缩力,摩擦块78在承托弹柱77的作用下能够具有一定力度的压在承托架71的上侧面,使得承托滑块72不会发生随意移动,当箍筋焊接完毕后,向上拉动承托弹柱77,并将承托滑块72向下压动一定的高度,使得夹持板74能够与箍筋相分离,之后移动承托滑块72滑动到承托架71的其他位置以便将钢筋环其他位置进行箍筋的焊接动作,承托弹柱77的伸缩力大于夹持弹柱76的伸缩力使得箍筋锁定在夹持板74之间时,承托滑块72不会发生上下移动。There is a certain gap between the inner wall of the upper end of the
所述的夹持板74为阶梯状结构,且夹持板74外端高度大于其内端的高度,夹持板74内端的高度与外撑柱21伸缩端的上侧面高度相对应,这种设置使得夹持板74的内端的高度与钢筋环的底部高度相对应,夹持板74的外端内侧面设置有斜角,夹持板74的阶梯状结构的内端能够防止夹持板74卡在内钢筋环的底部,造成承托滑块72无法顺畅的移动,夹持板74的内端的斜角能够便于箍筋插入到两个夹持板74之间。The clamping
对于本领域技术人员而言,显然本发明不限于上述示范性实施例的细节,而且在不背离本发明的精神或基本特征的情况下,能够以其他的具体形式实现本发明。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, but that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. Therefore, the embodiments are to be regarded in all respects as illustrative and not restrictive, and the scope of the invention is to be defined by the appended claims rather than the foregoing description, which are therefore intended to fall within the scope of the claims. All changes within the meaning and scope of the equivalents of , are included in the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.
此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described in terms of embodiments, not each embodiment only includes an independent technical solution, and this description in the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.
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Effective date of registration: 20220511 Address after: 310000 No. 3-2, building 55, Jingfang Third District, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Dong Ye Construction Co.,Ltd. Address before: 310000 No. 55, Shangsi village, Shangsi group, Changming village, Pingyao Town, Yuhang District, Hangzhou City, Zhejiang Province Patentee before: Ni Shuimu |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 310000 Zhejiang Province Hangzhou City Qiu Tao North Road 83 Room 1517 Patentee after: Zhejiang Dong Ye Construction Co.,Ltd. Country or region after: China Address before: 310000 No. 3-2, building 55, Jingfang Third District, Shangcheng District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Dong Ye Construction Co.,Ltd. Country or region before: China |
