CN204876339U - A a superimposed sheet supporting beam for steel construction building - Google Patents
A a superimposed sheet supporting beam for steel construction building Download PDFInfo
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- CN204876339U CN204876339U CN201520064588.7U CN201520064588U CN204876339U CN 204876339 U CN204876339 U CN 204876339U CN 201520064588 U CN201520064588 U CN 201520064588U CN 204876339 U CN204876339 U CN 204876339U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 81
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- 238000011160 research Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
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- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
本实用新型公开一种用于钢结构建筑的叠合板支撑梁,属于建筑结构领域。本实用新型叠合板支撑梁包括与次梁平行的、设置在所述叠合板下方的水平活动支撑板,沿所述活动支撑板长度方向相距一定距离设置的、至少两个驱动所述活动支撑板上升和下降以及调整活动支撑板水平度的调节结构,所述调节结构包括对称设置在钢结构支撑梁两侧、以钢结构支撑梁为调节支撑的两个螺杆,所述螺杆的顶部与所述活动支撑板底面连接,所述螺杆的尾部位于人手持范围内,所述钢结构支撑梁跨接在钢结构主梁上,为工字梁或T字梁。本实用新型叠合板支撑梁可重复使用,并且不影响楼板的后续施工、易于产业化,还能满足钢结构住宅建筑的上翻次梁的要求。
The utility model discloses a laminated slab support beam used for steel structure buildings, which belongs to the field of building structures. The composite slab support beam of the utility model includes a horizontal movable support plate arranged below the composite slab parallel to the secondary beam, and at least two movable support plates are arranged at a certain distance along the length direction of the movable support slab to drive the movable support slab. An adjustment structure for raising and lowering and adjusting the levelness of the movable support plate, the adjustment structure includes two screw rods symmetrically arranged on both sides of the steel structure support beam, with the steel structure support beam as the adjustment support, the top of the screw rod and the The bottom surface of the movable support plate is connected, and the tail of the screw rod is located within the hand-held range of the person. The steel structure support beam is bridged on the steel structure main beam and is an I-beam or a T-beam. The composite slab supporting beam of the utility model can be used repeatedly, does not affect the subsequent construction of the floor slab, is easy to industrialize, and can also meet the requirements of turning up the secondary beam of the steel structure residential building.
Description
技术领域technical field
本实用新型属于建筑结构领域,涉及一种用于钢结构建筑的叠合板支撑梁。The utility model belongs to the field of building structures and relates to a laminated plate support beam used in steel structure buildings.
背景技术Background technique
我国自钢产量突破亿吨及实行合理利用钢材和积极采用钢结构的政策以来,建筑钢结构得到迅猛发展。目前,正值住宅产业化在中国提出10周年之际,“绿色建筑关键技术研究”被列为“十五”国际科技攻关计划重点项目并通过专家可行性论证。在“绿色建筑”和“住宅产业化”呼声日益高涨的今天,钢结构住宅是其最好的载体,必将在我国的住宅领域开拓一片新的天地。Since my country's steel output exceeded 100 million tons and the policy of rationally utilizing steel and actively adopting steel structures was implemented, building steel structures have developed rapidly. At present, on the occasion of the 10th anniversary of housing industrialization being proposed in China, "Research on Key Technologies of Green Buildings" has been listed as a key project of the "Tenth Five-Year Plan" international scientific and technological research plan and has passed the feasibility demonstration of experts. Today, when the voice of "green building" and "housing industrialization" is rising day by day, steel structure housing is the best carrier, and it will surely open up a new world in the housing field of our country.
目前钢结构住宅建筑采用叠合板技术已经比较成熟,但是由于大跨度预制预应力薄板自身承重能力有限,在其上部现浇混凝土层,结合成为一个叠合板时,往往需要在预制预应力薄板下安装着地的临时立柱作支撑,无支撑的跨度一般不大于2.0m。进行临时支撑专门设置的立柱一方面需要增加工人的劳动强度,另一方面也影响楼板的后续施工,而且用完后由于不同楼所需要的立柱高度、承重都不同,有时用完后就废弃了,还会造成不必要的浪费,因此目前亟需一种可重复利用并且不影响后续施工的用于钢结构建筑的叠合板支撑梁。At present, the technology of using laminated slabs in steel structure residential buildings is relatively mature. However, due to the limited load-bearing capacity of large-span prefabricated prestressed slabs, when the upper cast-in-place concrete layer is combined into a laminated slab, it is often necessary to install it under the prefabricated prestressed slab. The temporary column on the ground is used as support, and the unsupported span is generally not greater than 2.0m. On the one hand, the columns specially set up for temporary support need to increase the labor intensity of the workers, on the other hand, it also affects the subsequent construction of the floor slab, and after use, because the column heights and load-bearing requirements of different buildings are different, sometimes they are discarded after use. , will also cause unnecessary waste, so there is an urgent need for a laminated slab support beam for steel structure buildings that can be reused and does not affect subsequent construction.
发明内容Contents of the invention
根据上述领域的需求和不足,本实用新型提供一种用于钢结构建筑的叠合板支撑梁。本实用新型叠合板支撑梁可重复使用,并且不影响楼板的后续施工、易于产业化。According to the needs and deficiencies of the above fields, the utility model provides a laminated slab support beam for steel structure buildings. The composite slab supporting beam of the utility model can be used repeatedly, does not affect the subsequent construction of the floor slab, and is easy to be industrialized.
本实用新型的技术方案如下:The technical scheme of the utility model is as follows:
一种用于钢结构建筑的叠合板支撑梁,其特征在于,包括与次梁平行的、设置在所述叠合板下方的水平活动支撑板,沿所述活动支撑板长度方向相距一定距离设置的、至少两个驱动所述活动支撑板上升和下降以及调整活动支撑板水平度的调节结构,所述调节结构包括对称设置在钢结构支撑梁两侧、以钢结构支撑梁为调节支撑的两个螺杆,所述螺杆的顶部与所述活动支撑板底面连接,所述螺杆的尾部位于人手持范围内,所述钢结构支撑梁跨接在钢结构主梁上,为工字梁或T字梁。A laminated slab support beam for steel structure buildings, characterized in that it includes a horizontal movable support plate parallel to the secondary beam and arranged under the laminated slab, and the movable support plate is arranged at a certain distance along the length direction of the movable support plate. , at least two adjustment structures that drive the rise and fall of the movable support plate and adjust the levelness of the movable support plate. Screw, the top of the screw is connected to the bottom surface of the movable support plate, the tail of the screw is within the hand-held range of the person, and the steel structure support beam spans the steel structure main beam, which is an I-beam or a T-beam .
所述钢结构支撑梁为调节支撑是指所述钢结构支撑梁上部的水平横梁为调节支撑,即其上对称设置有所述两个螺杆穿过的通孔以及被所述水平横梁的下表面限制的、分别套在所述两个螺杆上的螺母,所述螺母的内螺纹与所述螺杆的外螺纹相适配。The steel structure support beam is an adjustment support, which means that the horizontal beam on the upper part of the steel structure support beam is an adjustment support, that is, the through hole through which the two screws pass and the lower surface of the horizontal beam are symmetrically arranged on it. Restricted nuts that are sleeved on the two screw rods respectively, the internal threads of the nuts are adapted to the external threads of the screw rods.
所述活动支撑板上对应螺杆顶端的位置设有定位部件,所述定位部件为设置在活动支撑板底面的螺杆槽套,所述螺杆槽套具有螺杆穿过的定位孔,所述定位孔与所述钢结构支撑梁上同一螺杆对应穿过的通孔的大小和位置适合于将该螺杆限制在竖直方向上。The position corresponding to the top of the screw rod on the movable support plate is provided with a positioning component, and the positioning component is a screw slot sleeve arranged on the bottom surface of the movable support plate, and the screw slot sleeve has a positioning hole through which the screw rod passes. The size and position of the through hole through which the same screw rod passes through on the steel structure support beam is suitable for restricting the screw rod in the vertical direction.
所述定位部件为与所述活动支撑板底面相结合的方槽形结构,所述定位孔在槽底,所述螺杆穿过该定位孔,其顶端固定在所述活动支撑板的底面。The positioning part is a square groove structure combined with the bottom surface of the movable support plate, the positioning hole is at the bottom of the groove, the screw rod passes through the positioning hole, and its top end is fixed on the bottom surface of the movable support plate.
所述螺杆的底端设有旋转部件以带动螺杆旋转。The bottom end of the screw rod is provided with a rotating part to drive the screw rod to rotate.
所述旋转部件为旋转扳手。The rotating part is a rotating wrench.
所述活动支撑板的两侧边对称设置有朝向下部的竖直板,所述两竖直板之间的宽度大于所述钢结构支撑梁上部横梁的宽度。Both sides of the movable support plate are symmetrically provided with vertical plates facing the lower part, and the width between the two vertical plates is greater than the width of the upper crossbeam of the steel structure support beam.
所述活动支撑板的两侧边对称设置有朝向下部的竖直板,所述两竖直板之间的宽度大于所述钢结构支撑梁上部横梁的宽度。Both sides of the movable support plate are symmetrically provided with vertical plates facing the lower part, and the width between the two vertical plates is greater than the width of the upper crossbeam of the steel structure support beam.
所述钢结构支撑梁采用次梁,两端固定在钢结构主梁中部偏上的位置。The supporting beam of the steel structure adopts a secondary beam, and the two ends are fixed at the position above the middle of the main beam of the steel structure.
所述钢结构支撑梁采用次梁,两端固定在钢结构主梁中部偏上的位置。The supporting beam of the steel structure adopts a secondary beam, and the two ends are fixed at the position above the middle of the main beam of the steel structure.
本实用新型用于钢结构建筑的叠合板支撑梁设置在叠合板下方,来代替现有技术的临时支撑,该支撑梁承重的两端连接在钢结构主梁上。钢结构支撑梁跨接在钢结构主梁上,为工字梁或T字梁,以该支撑梁作为调节支撑的本实用新型在施工阶段起到支撑叠合板底板的作用,叠合板现浇形成后,本实用新型可移除并循环使用,节能环保。The composite slab support beam used in the steel structure building of the utility model is arranged under the composite slab to replace the temporary support in the prior art, and the load-bearing two ends of the support beam are connected to the main beam of the steel structure. The steel structure support beam spans the steel structure main beam, which is an I-beam or a T-beam. The utility model uses the support beam as an adjustment support to support the bottom plate of the laminated slab during the construction stage, and the laminated slab is formed by cast-in-place Finally, the utility model can be removed and recycled, energy saving and environmental protection.
为了满足叠合板的调升需要,本实用新型设置有水平活动支撑板、调节活动支撑板上升、下降和水平度的两个或两个以上具有间距的调节结构,所述调节结构包括调节用螺杆和螺母,这样,将调节结构设置在活动支撑板的不同位置,可以方便地调节螺杆所支撑的活动支撑板的高低和水平度,而且螺杆的所述螺杆的尾部位于人手持范围内,可以手工操作螺杆使活动支撑板上升或下降。In order to meet the needs of raising the laminated plate, the utility model is provided with a horizontal movable support plate, two or more adjustment structures with spacing for adjusting the rise, fall and level of the movable support plate, and the adjustment structure includes a screw rod for adjustment and nuts, in this way, the adjustment structure is arranged at different positions of the movable support plate, the height and levelness of the movable support plate supported by the screw rod can be adjusted conveniently, and the tail of the screw rod of the screw rod is located in the range of people’s hand, which can be manually Operate the screw to make the movable support plate rise or fall.
本实用新型用于钢结构建筑的叠合板支撑梁可代替需要在地板上设置的立柱做的支撑连接,不影响楼板的后续施工,使用方便,便于推广。The laminated slab supporting beam used in the steel structure building of the utility model can replace the supporting connection made by the upright column arranged on the floor, does not affect the follow-up construction of the floor slab, and is convenient to use and easy to popularize.
本实用新型中调节螺杆的数量由叠合板的长度和受力情况决定,一般为2-4对,即设置2-4个调节结构本实用新型的图示以及实施例中分别只列举了2对的和3对的,其中根据叠合板的长度和受力情况4对的螺杆也很常用,同时也同样能满足本实用新型的要求。The number of adjusting screws in the utility model is determined by the length of the laminated plate and the stress situation, generally 2-4 pairs, that is, 2-4 adjusting structures are provided. and 3 pairs, wherein according to the length of the laminated plate and the stress situation 4 pairs of screw rods are also very commonly used, and can also meet the requirements of the utility model.
本实用新型用于钢结构建筑的叠合板支撑梁不仅能满足支撑叠合板的需要,还能满足在叠合板系统中现浇上翻次梁的要求。The laminated slab supporting beam used in the steel structure building of the utility model can not only meet the requirement of supporting the laminated slab, but also meet the requirement of the cast-in-place overturning beam in the laminated slab system.
本实用新型用于钢结构建筑的叠合板支撑梁特别适用于钢结构住宅建筑。The utility model is used for the laminated slab support beam of the steel structure building, which is especially suitable for the steel structure residential building.
附图说明Description of drawings
图1为使用本实用新型用于钢结构建筑的叠合板支撑梁工作状态立面图;Fig. 1 is to use the utility model to be used for the working status elevation of the laminated slab support beam of steel structure building;
图2为使用本实用新型叠合板支撑梁卸荷状态立面图;Fig. 2 is the elevation view of the unloading state of the support beam using the laminated slab of the present invention;
图3为本实用新型用于钢结构建筑的叠合板支撑梁工作状态示意图;Fig. 3 is a schematic diagram of the working state of the laminated slab support beam used in the steel structure building of the present invention;
图4为本实用新型用于钢结构建筑的叠合板支撑梁卸荷状态示意图;Fig. 4 is a schematic diagram of the unloading state of the laminated slab supporting beam used in the steel structure building of the present invention;
图5为本实用新型用于钢结构建筑的叠合板支撑梁工作状态截面图;Fig. 5 is the sectional view of the working state of the laminated slab support beam used in the steel structure building of the present invention;
图6为使用本实用新型用于钢结构建筑的叠合板支撑梁安装上翻次梁工作状态截面图;Fig. 6 is a cross-sectional view of the working state of the upper turning beam installed on the laminated slab supporting beam used in the steel structure building of the utility model;
其中:1-活动支撑板;2-螺杆;3-螺母;4-定位部件;5-旋转部件;6-螺杆外螺纹;7-钢结构支撑梁;8-钢结构主梁。Among them: 1-movable support plate; 2-screw rod; 3-nut; 4-positioning part; 5-rotating part; 6-screw external thread; 7-steel structure support beam;
具体实施方式Detailed ways
下面结合附图对本实用新型进行说明。提供下述实施例是为了更好地进一步理解本实用新型,并不局限于所述最佳实施方式,不对本实用新型的内容和保护范围构成限制,任何人在本实用新型的启示下或是将本实用新型与其他现有技术的特征进行组合而得出的任何与本实用新型相同或相近似的产品,均落在本实用新型的保护范围之内。Below in conjunction with accompanying drawing, the utility model is described. The following examples are provided in order to further understand the utility model better, and are not limited to the best implementation mode, and do not limit the content and protection scope of the utility model. Anyone under the inspiration of the utility model or Any product identical or similar to the utility model obtained by combining the utility model with other prior art features falls within the protection scope of the utility model.
若未特别指明,实施例中所用的技术手段为本领域技术人员所熟知的常规手段。本实用新型中所用的材料,如无特殊说明,均为商业途径获得。Unless otherwise specified, the technical means used in the embodiments are conventional means well known to those skilled in the art. Materials used in the utility model, if no special instructions, are commercially obtained.
参见图1-6。图1和图2分别为使用本实用新型用于钢结构建筑的叠合板支撑梁工作状态以及卸荷状态立面图,如图1所示,与螺杆2适配的螺母3设置在钢结构支撑梁7的水平上横梁的下部,钢结构支撑梁7的两端固定在钢结构主梁8上,最好固定在主梁8中上部的位置,由于钢结构支撑梁7在本实用新型用完后需要拆掉,因此也可以用暂时不用的次梁暂时替代,本实用新型的构件之一活动支撑板1为水平设置,可以为平板或两侧折弯或两侧带竖直立板的横截面为槽形的板,活动支撑板1的底面连接螺杆的顶端,活动支撑板1设置在次梁之间、与次梁平行、设置在所述叠合板下方。沿所述活动支撑板1长度方向相距一定距离设置有至少两个驱动所述活动支撑板上升和下降以及调整活动支撑板水平度的调节结构,所述调节结构包括对称设置在钢结构支撑梁两侧、以钢结构支撑梁为调节支撑的两个所述螺杆2,所述螺杆2的尾部位于人手持范围内,所述钢结构支撑梁7为工字梁或T字梁。所述钢结构支撑梁7为调节支撑是指所述钢结构支撑梁7上部的水平横梁为调节支撑,即其上对称设置有所述两个螺杆2穿过的通孔以及被所述水平横梁的下表面限制的、分别套在所述两个螺杆2上的螺母3。在连接螺杆顶端的部位设有阻止螺杆横向动作的定位部件4,定位部件4为设置在活动支撑板1底面的螺杆槽套4,所述螺杆槽套4具有螺杆穿过的定位孔,所述定位孔与所述钢结构支撑梁7上同一螺杆对应穿过的通孔的大小和位置适合于将该螺杆2限制在竖直方向上。本实用新型工作时,螺杆2通过螺杆外螺纹6与螺母3的配合作用将重量转嫁给钢结构支撑梁7,钢结构支撑梁7又转嫁给钢结构主梁8。所述定位部件4还优选为与所述活动支撑板7底面相结合的方槽形结构,所述定位孔在槽底,所述螺杆2穿过该定位孔,其顶端固定在所述活动支撑板1的底面。所述螺杆2的底端设有旋转部件5以带动螺杆2旋转。操作旋转部件5使螺杆旋转从而调节活动支撑板1的升降以满足实际工作的需求,所述的旋转部件5为旋转扳手或电动旋转件或为可被扳手拧动的多棱柱帽;其中的活动支撑板1可上下活动50mm。如图2卸荷状态立面图所示,现浇板干燥凝固工作完成时,操作旋转部件5使螺杆2旋转以使活动支撑杆1降到最低,进一步旋转以卸除螺杆2,以供循环使用。See Figure 1-6. Fig. 1 and Fig. 2 are the elevation views of the working state and unloading state of the laminated slab support beam used for the steel structure building of the utility model respectively, as shown in Fig. 1, the nut 3 adapted to the screw rod 2 is arranged on the steel structure support The lower part of the horizontal upper beam of the beam 7, the two ends of the steel structure support beam 7 are fixed on the steel structure main beam 8, preferably fixed on the position of the middle and upper part of the main beam 8, because the steel structure support beam 7 is used up in the utility model Afterwards, it needs to be dismantled, so it can also be temporarily replaced by a temporarily unused secondary beam. One of the components of the utility model, the movable support plate 1, is horizontally arranged, and can be a horizontal plate or a horizontal plate with bending on both sides or vertical vertical plates on both sides. The cross-section is a plate with a groove shape, the bottom surface of the movable support plate 1 is connected to the top of the screw rod, and the movable support plate 1 is arranged between the secondary beams, parallel to the secondary beams, and arranged below the laminated plates. Along the length direction of the movable support plate 1, there are at least two adjustment structures that drive the rise and fall of the movable support plate and adjust the levelness of the movable support plate at a certain distance. On the side, the two screw rods 2 are adjusted and supported by a steel structure support beam. The tails of the screw rods 2 are located within the hand-holding range of the person, and the steel structure support beam 7 is an I-beam or a T-beam. The steel structure support beam 7 is an adjustment support, which means that the horizontal beam on the upper part of the steel structure support beam 7 is an adjustment support, that is, the through holes through which the two screw rods 2 pass are symmetrically arranged on it and the horizontal beams are connected by the horizontal beam. The nuts 3 that are respectively sleeved on the two screw rods 2 are limited by the lower surface. A positioning part 4 that prevents the lateral movement of the screw is provided at the top of the connecting screw. The positioning part 4 is a screw slot 4 arranged on the bottom surface of the movable support plate 1. The screw slot 4 has a positioning hole through which the screw passes. The size and position of the positioning hole and the through hole corresponding to the same screw on the steel structure support beam 7 are suitable for restricting the screw 2 in the vertical direction. When the utility model works, the screw rod 2 transfers the weight to the steel structure support beam 7 through the cooperation of the screw rod external thread 6 and the nut 3, and the steel structure support beam 7 transfers the weight to the steel structure main beam 8 again. The positioning part 4 is also preferably a square groove structure combined with the bottom surface of the movable support plate 7, the positioning hole is at the bottom of the groove, the screw rod 2 passes through the positioning hole, and its top end is fixed on the movable support plate 7. Bottom surface of plate 1. The bottom end of the screw 2 is provided with a rotating part 5 to drive the screw 2 to rotate. Operate the rotating part 5 to rotate the screw to adjust the lifting of the movable support plate 1 to meet the needs of actual work. The rotating part 5 is a rotating wrench or an electric rotating part or a polygonal cap that can be twisted by a wrench; The support plate 1 can move up and down by 50mm. As shown in the elevation view of the unloading state in Figure 2, when the drying and solidification of the cast-in-place slab is completed, the rotating part 5 is operated to rotate the screw 2 to minimize the movable support rod 1, and further rotate to remove the screw 2 for circulation use.
图3和图4分别为本实用新型工作状态和卸荷状态示意图。如图3所示,本实用新型的螺母3紧靠在在钢结构支撑梁7水平横梁的下表面,螺杆2穿过水平横梁的通孔和活动支撑板1下表面设置的螺杆槽套4内的定位孔,工作时旋转螺杆2使活动支撑板1上下移动以满足实际工作的需求;工作完成时,如图4所示,旋转螺杆2使活动支撑板1降至最低,进一步的可卸除螺杆2以供循环使用。Figure 3 and Figure 4 are schematic diagrams of the working state and unloading state of the utility model respectively. As shown in Figure 3, the nut 3 of the present utility model is close to the lower surface of the horizontal beam of the steel structure support beam 7, and the screw rod 2 passes through the through hole of the horizontal beam and the screw groove sleeve 4 provided on the lower surface of the movable support plate 1. When working, rotate the screw rod 2 to move the movable support plate 1 up and down to meet the needs of actual work; when the work is completed, as shown in Figure 4, rotate the screw rod 2 to lower the movable support plate 1 to the minimum, and further can be removed Screw 2 for recycling.
如图5和图6所示,图5为本实用新型叠合板支撑梁工作状态截面图,图6为使用本实用新型安装上翻次梁工作状态截面图;图5和图6中起承重作用的均为钢结构支撑梁7,其中图6中的上翻次梁的下面并在活动支撑板1的上面还放一10mm厚的水泥加压板以代替钢筋混凝土的钢筋保护层,本实用新型适合于图6的上翻次梁的钢结构建筑。As shown in Figure 5 and Figure 6, Figure 5 is a cross-sectional view of the working state of the laminated slab support beam of the present invention, and Figure 6 is a cross-sectional view of the working state of the utility model for installing the upper turning beam; Figure 5 and Figure 6 play a load-bearing role All of them are steel structure support beams 7, wherein a 10mm thick cement pressurized plate is placed under the upturned secondary beam in Fig. 6 and above the movable support plate 1 to replace the reinforcement protective layer of reinforced concrete. It is suitable for the steel structure building of the upturned secondary beam in Fig. 6.
以上详细描述了本实用新型的较佳的具体的实施例。应当理解,本领域普通技术人员无需付出创造性的劳动就可以根据本实用新型的构思作出诸多修改和变化。因此,凡是本领域技术人员依照本实用新型的构思在现有技术的基础之上通过逻辑分析、推理或者是有限次的实验可以得到的技术方案,皆应在本实用新型权利要求书所确定的保护范围之内。The preferred specific embodiments of the present utility model have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present utility model without any creative work. Therefore, all technical solutions that can be obtained by those skilled in the art through logical analysis, reasoning or limited number of experiments on the basis of the prior art according to the concept of the utility model shall be defined in the claims of the utility model. within the scope of protection.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
CN110550298A (en) * | 2019-10-08 | 2019-12-10 | 黄萍 | Improved logistics tray |
-
2015
- 2015-01-29 CN CN201520064588.7U patent/CN204876339U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
CN110550298A (en) * | 2019-10-08 | 2019-12-10 | 黄萍 | Improved logistics tray |
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