CN219365396U - A mold device for improving unloading springback of compressed poured concrete - Google Patents
A mold device for improving unloading springback of compressed poured concrete Download PDFInfo
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- CN219365396U CN219365396U CN202320887906.4U CN202320887906U CN219365396U CN 219365396 U CN219365396 U CN 219365396U CN 202320887906 U CN202320887906 U CN 202320887906U CN 219365396 U CN219365396 U CN 219365396U
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- 239000004567 concrete Substances 0.000 title claims abstract description 100
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 58
- 239000010959 steel Substances 0.000 claims abstract description 58
- 238000007906 compression Methods 0.000 claims abstract description 50
- 230000006835 compression Effects 0.000 claims abstract description 49
- 238000003825 pressing Methods 0.000 claims abstract description 36
- 238000012360 testing method Methods 0.000 abstract description 5
- 238000005266 casting Methods 0.000 abstract description 4
- 230000002265 prevention Effects 0.000 abstract 2
- 238000000034 method Methods 0.000 description 15
- 239000000463 material Substances 0.000 description 12
- 239000000203 mixture Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 239000002969 artificial stone Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000001739 rebound effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
Description
技术领域technical field
本实用新型涉及压缩浇筑混凝土技术领域,特别是涉及一种改善压缩浇筑混凝土产生卸载回弹的模具装置。The utility model relates to the technical field of compression pouring concrete, in particular to a mold device for improving unloading rebound of compression pouring concrete.
背景技术Background technique
混凝土虽然是当今社会应用最为广泛的一种建筑材料,但是使用普通混凝土浇筑的结构构件却普遍存在着强度低、孔隙率大以及耐久性差等原生缺陷,而使用新型的高性能混凝土如:超高性能混凝土、纤维增强混凝土、粉煤灰混凝土等则会导致生产成本以及对能源和天然骨料矿物资源的消耗显著增加。于是一种新的浇筑技术—压缩浇筑应运而生,相对于传统混凝土的浇筑技术而言,该技术无需任何化学处理或添加额外的材料,只需在混凝土浇筑成型的过程中通过液压千斤顶对装入特制钢模具结构中的新拌混凝土混合物,施加一定的压缩应力辅助混凝土成型,达到物理压缩致密的效果,从而提高混凝土的强度、弹性模量,降低孔隙率,提高抗渗性和耐久性。并且,压缩浇筑技术在提高混凝土性能的同时,还能保持与普通混凝土制品相当的生产成本。Although concrete is the most widely used building material in today's society, structural members cast with ordinary concrete generally have original defects such as low strength, large porosity, and poor durability. Performance concrete, fiber-reinforced concrete, fly ash concrete, etc. lead to a significant increase in production costs and consumption of energy and natural aggregate mineral resources. So a new pouring technology—compression pouring came into being. Compared with the traditional concrete pouring technology, this technology does not require any chemical treatment or additional materials, and only needs to be installed by hydraulic jacks during the concrete pouring process. Put the fresh concrete mixture into the special steel mold structure, apply a certain compressive stress to assist the concrete forming, achieve the effect of physical compression and compaction, thereby improving the strength and elastic modulus of the concrete, reducing the porosity, and improving the impermeability and durability. Moreover, compression pouring technology can maintain the production cost comparable to that of ordinary concrete products while improving the performance of concrete.
现有研究成果也表明,压缩技术对天然混凝土、橡胶混凝土、海水海砂混凝土、再生骨料混凝土、玻璃和大理石废料混凝土、人造石材的物理力学性能能够有显著的提升,对提高废弃橡胶、海水海砂、再生骨料和废弃玻璃等等材料在工程结构中的利用率具有重要的经济意义和工程价值。Existing research results also show that compression technology can significantly improve the physical and mechanical properties of natural concrete, rubber concrete, seawater sea sand concrete, recycled aggregate concrete, glass and marble waste concrete, and artificial stone, and can significantly improve the physical and mechanical properties of waste rubber, seawater The utilization rate of materials such as sea sand, recycled aggregate and waste glass in engineering structures has important economic significance and engineering value.
压缩浇注技术是一种非常有效的技术方法,可以显著提高混凝土的性能,然而,由于现有的特制钢模具结构在浇筑过程中存在以下缺陷:现有特制钢模具结构分为内外两层模具结构,且上下端部均无固定约束,浇筑完成后将压缩应力卸载,会导致受压的混凝土试件会发生竖向卸载回弹,拆除外模具结构后,受压的混凝土试件会发生多方向卸载回弹,特别是对于添加了钢纤维、橡胶等明显存在卸载回弹效应的外加材料的混凝土,这种卸载后混凝土内部材料及混凝土本身的回弹会导致压缩浇筑混凝土试件受到严重损伤,显著降低压缩浇筑技术的改善效果,需要提供动力的压缩浇筑设备一直对模具结构中的混凝土提供压缩应力,直到24小时以后混凝土不会在发生回弹,严重影响压缩浇筑设备的使用效率。Compression pouring technology is a very effective technical method that can significantly improve the performance of concrete, however, due to the following defects in the existing special steel mold structure in the pouring process: the existing special steel mold structure is divided into inner and outer two-layer mold structure , and there are no fixed constraints at the upper and lower ends. Unloading the compressive stress after pouring will cause the compressed concrete specimen to spring back after unloading vertically. After the external mold structure is removed, the compressed concrete specimen will experience multi-directional Unloading rebound, especially for concrete added with steel fiber, rubber and other external materials that obviously have an unloading rebound effect, the rebound of the internal materials of the concrete and the concrete itself will cause serious damage to the compressed concrete specimen after unloading. Significantly reduce the improvement effect of compression pouring technology, and the compression pouring equipment that needs to provide power has been providing compressive stress to the concrete in the mold structure until the concrete will not rebound after 24 hours, which seriously affects the efficiency of compression pouring equipment.
因此,压缩浇筑过程中所使用的模具结构还有待改进和发展。Therefore, the mold structure used in the compression casting process still needs to be improved and developed.
实用新型内容Utility model content
本实用新型的目的是提供一种改善压缩浇筑混凝土产生卸载回弹的模具装置,以解决上述现有技术存在的问题,避免在压缩应力卸载后压缩浇筑混凝土试件发生竖向卸载回弹,从而有效的提高浇筑质量和浇筑效率。The purpose of this utility model is to provide a mold device that improves the unloading springback of compressed poured concrete, to solve the problems in the above-mentioned prior art, and avoid the vertical unloaded springback of the compressed poured concrete specimen after the compressive stress is unloaded, thereby Effectively improve pouring quality and pouring efficiency.
为实现上述目的,本实用新型提供了如下方案:In order to achieve the above object, the utility model provides the following scheme:
本实用新型提供一种改善压缩浇筑混凝土产生卸载回弹的模具装置,包括:模具结构、防回弹压盘结构、压头结构和底板结构,所述模具结构包括第一半圆弧型钢套筒和第二半圆弧型钢套筒,所述第一半圆弧型钢套筒和所述第二半圆弧型钢套筒通过螺栓连接成套筒;所述防回弹压盘结构的底部具有施压凸头,所述施压凸头用于从所述模具结构的顶部伸入所述模具结构中对所述模具结构中的混凝土进行压缩,且所述防回弹压盘结构与所述模具结构的顶部通过螺栓固定连接,以保证所述施压凸头伸入所述模具结构中的位置固定不变;所述压头结构的顶部与压缩浇筑设备通过螺栓连接,所述压头结构的底部用于与所述防回弹压盘结构的顶部接触并传递压缩浇筑设备施加的压力;所述底板结构与所述模具结构的底部可以通过螺栓固定连接,以对所述模具结构的底部进行密封。The utility model provides a mold device for improving unloading springback caused by compression pouring concrete, comprising: a mold structure, an anti-rebound pressure plate structure, a pressure head structure and a bottom plate structure, and the mold structure includes a first semi-arc shaped steel sleeve and The second semi-arc-shaped steel sleeve, the first semi-arc-shaped steel sleeve and the second semi-arc-shaped steel sleeve are connected by bolts to form a sleeve; the bottom of the anti-rebound pressure plate structure has a pressure projection head, the pressing convex head is used to extend into the mold structure from the top of the mold structure to compress the concrete in the mold structure, and the anti-rebound pressure plate structure is connected with the top of the mold structure It is fixedly connected by bolts to ensure that the position of the pressing protrusion protruding into the mold structure is fixed; the top of the pressure head structure is connected with the compression pouring equipment by bolts, and the bottom of the pressure head structure is used for Contact with the top of the anti-rebound platen structure and transmit the pressure exerted by the compression pouring equipment; the bottom plate structure and the bottom of the mold structure can be fixedly connected by bolts to seal the bottom of the mold structure.
具体地,还包括多个第一固定螺栓,所述模具结构的顶部固定连接有向外延伸的上翼展,所述上翼展上设置有多个椭圆形第一通孔,所述防回弹压盘结构还包括顶部翼缘,所述顶部翼缘固定连接于所述施压凸头顶部的外侧壁,所述顶部翼缘上设置有多个第二通孔,所述第二通孔与所述第一通孔对应设置,各所述第一固定螺栓分别用于穿过一个所述第一通孔和一个所述第二通孔后将所述防回弹压盘结构与所述模具结构固定。Specifically, it also includes a plurality of first fixing bolts, the top of the mold structure is fixedly connected with an outwardly extending upper span, and a plurality of elliptical first through holes are arranged on the upper span, and the anti-return The elastic pressure plate structure also includes a top flange, which is fixedly connected to the outer wall of the top of the pressing protrusion, and a plurality of second through holes are arranged on the top flange, and the second through holes are connected with the The first through holes are arranged correspondingly, and each of the first fixing bolts is respectively used to pass through one of the first through holes and one of the second through holes to connect the anti-rebound pressure plate structure to the mold structure. fixed.
具体地,所述施压凸头与所述模具结构之间设置有周向间隙,所述防回弹压盘结构的顶部设置有受压凹槽,所述受压凹槽用于承载所述压头结构的底部且与所述压头结构的底部之间设置有周向间隙。Specifically, a circumferential gap is provided between the pressure-applying protrusion and the mold structure, and a pressure-receiving groove is provided on the top of the anti-rebound pressure plate structure, and the pressure-receiving groove is used to bear the pressure. A circumferential gap is provided between the bottom of the head structure and the bottom of the pressure head structure.
具体地,还包括多个压板结构,各所述压板结构用于压紧所述模具结构的底部且与所述底板结构固定连接,以将所述模具结构的底部压紧密封。Specifically, it also includes a plurality of pressing plate structures, each of the pressing plate structures is used to press the bottom of the mold structure and is fixedly connected with the bottom plate structure, so as to press and seal the bottom of the mold structure.
具体地,所述压板结构包括压板、调节螺栓和加压螺栓,所述压板上设置有第三通孔和第一螺纹孔,所述第三通孔较所述第一螺纹孔靠近所述模具结构,所述模具结构的底部边沿固定连接有向外延伸的下翼展,所述压板靠近所述模具结构的一端用于与所述下翼展的顶部接触,所述底板结构上设置有第二螺纹孔,所述调节螺栓用于穿过所述第三通孔与所述第二螺纹孔螺纹连接以使所述压板的底面与所述下翼展的顶面平齐,所述加压螺栓与所述第一螺纹孔螺纹连接并抵紧所述底板结构的顶面。Specifically, the pressing plate structure includes a pressing plate, an adjusting bolt and a pressing bolt, the pressing plate is provided with a third through hole and a first threaded hole, and the third through hole is closer to the mold than the first threaded hole structure, the bottom edge of the mold structure is fixedly connected with an outwardly extending lower wingspan, one end of the pressing plate close to the mold structure is used to contact the top of the lower wingspan, and the bottom plate structure is provided with a second Two threaded holes, the adjusting bolt is used to thread through the third through hole and the second threaded hole so that the bottom surface of the pressure plate is flush with the top surface of the lower wingspan, and the pressurized The bolts are threadedly connected with the first threaded holes and pressed against the top surface of the bottom plate structure.
具体地,所述压板结构的数量为四个,四个所述压板结构沿所述模具结构的周向均匀设置。Specifically, the number of the pressing plate structures is four, and the four pressing plate structures are evenly arranged along the circumferential direction of the mold structure.
具体地,还包括多个第二固定螺栓,所述模具结构为内外一体模具结构,所述模具结构的下翼展上设置有多个第四通孔,所述底板结构上设置有多个第三螺纹孔,所述第四通孔与所述第三螺纹孔对应设置,所述第二固定螺栓穿过所述第四通孔与所述第三螺纹孔螺纹连接以将所述下翼展与所述底板结构固定连接。Specifically, it also includes a plurality of second fixing bolts, the mold structure is an internal and external integrated mold structure, a plurality of fourth through holes are arranged on the lower wingspan of the mold structure, and a plurality of fourth through holes are arranged on the bottom plate structure. Three threaded holes, the fourth through hole is set corresponding to the third threaded hole, and the second fixing bolt is screwed through the fourth through hole and the third threaded hole to connect the lower wingspan It is fixedly connected with the base plate structure.
具体地,所述模具结构包括第一半圆弧型钢套筒和第二半圆弧型钢套筒,第一半圆弧型钢套筒的两侧设置有第一连接板,所述第二半圆弧型钢套筒的两侧设置有第二连接板,所述第一连接板与对应的所述第二连接板固定连接。Specifically, the mold structure includes a first semi-circular arc-shaped steel sleeve and a second semi-circular arc-shaped steel sleeve, first connecting plates are arranged on both sides of the first semi-circular arc-shaped steel sleeve, and the second semi-circular arc Both sides of the arc-shaped steel sleeve are provided with second connecting plates, and the first connecting plates are fixedly connected with the corresponding second connecting plates.
具体地,还包括多个第三固定螺栓,所述第一连接板上设置有第五通孔,所述第二连接板上设置有第六通孔,所述第五通孔与所述第六通孔对应设置,一个所述第三固定螺栓用于穿过所述第五通孔和所述第六通孔后将所述第一连接板和所述第二连接板固定连接。Specifically, it also includes a plurality of third fixing bolts, a fifth through hole is provided on the first connecting plate, a sixth through hole is provided on the second connecting plate, and the fifth through hole is connected to the first connecting plate. The six through holes are provided correspondingly, and one third fixing bolt is used to fixedly connect the first connecting plate and the second connecting plate after passing through the fifth through hole and the sixth through hole.
具体地,还包括多个拆模螺栓,所述第一连接板上设置有多个第四螺纹孔,所述拆模螺栓用于与所述第四螺纹孔螺纹连接并抵紧所述第二连接板靠近所述第一连接板的一侧,从而将所述模具结构包括第一半圆弧型钢套筒和第二半圆弧型钢套筒分离。Specifically, it also includes a plurality of demolition bolts, a plurality of fourth threaded holes are arranged on the first connecting plate, and the demolding bolts are used to be threadedly connected with the fourth threaded holes and pressed against the second The connecting plate is close to one side of the first connecting plate, so as to separate the mold structure including the first semi-arc-shaped steel sleeve and the second semi-arc-shaped steel sleeve.
本实用新型相对于现有技术取得了以下技术效果:Compared with the prior art, the utility model has achieved the following technical effects:
本实用新型提供一种改善压缩浇筑混凝土产生卸载回弹的模具装置,通过将底板结构与模具结构的底部连接,压缩浇筑装置通过压头结构将防回弹压盘结构压入模具结构内部直至压缩应力达到设定大小时,维持压缩应力大小不变持续加压一定时间(此时间随混凝土材质而定),然后通过螺栓将防回弹压盘结构与模具结构的上端固定,与模具结构上端部固定连接后的防回弹压盘结构能够对模具结构内部的混凝土材料进行持续压缩,模具结构拆模则在浇筑完成24小时后进行,从而起到阻止压缩浇筑混凝土本身及混凝土中加入的弹塑性材料在压缩浇筑装置卸载后发生回弹损伤试件的作用,从而有效提高了压缩浇筑混凝土的浇筑质量,最后将压缩浇筑装置卸载,移走模具结构,压缩浇筑装置则可以立即继续工作,对另一套填充满新拌混凝土的模具结构进行施加荷载,进而有效的提高了压缩浇筑混凝土的浇筑效率。The utility model provides a mold device for improving unloading springback caused by compression pouring concrete. By connecting the bottom plate structure with the bottom of the mold structure, the compression pouring device presses the anti-rebound pressure plate structure into the mold structure through the pressure head structure until the compressive stress When the set size is reached, keep the compressive stress constant and pressurize for a certain period of time (this time depends on the concrete material), and then fix the anti-rebound pressure plate structure with the upper end of the mold structure through bolts, and fix it with the upper end of the mold structure The final anti-rebound pressure plate structure can continuously compress the concrete material inside the mold structure, and the demolition of the mold structure is carried out 24 hours after the pouring is completed, so as to prevent the compression of the concrete itself and the elastic-plastic materials added to the concrete. After the pouring device is unloaded, the springback damages the specimen, thereby effectively improving the pouring quality of the compression pouring concrete. Finally, the compression pouring device is unloaded and the mold structure is removed. The compression pouring device can continue to work immediately. Another set of filling The mold structure filled with fresh concrete is applied to load, thereby effectively improving the pouring efficiency of compression poured concrete.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the accompanying drawings required in the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only the present invention. For some embodiments of the present invention, those of ordinary skill in the art can also obtain other drawings based on these drawings on the premise of not paying creative efforts.
图1为本实用新型提供的改善压缩浇筑混凝土产生卸载回弹的模具装置的正视图;Fig. 1 is the front view of the mold device that improves compression cast concrete to produce unloading springback provided by the utility model;
图2为图1的侧视图;Fig. 2 is the side view of Fig. 1;
图3为图1的俯视图;Fig. 3 is the top view of Fig. 1;
图4为本实用新型提供的改善压缩浇筑混凝土产生卸载回弹的模具装置中防回弹压盘结构的结构示意图;Fig. 4 is the structural schematic diagram of the anti-rebound pressure plate structure in the mold device for improving compression pouring concrete to produce unloading rebound provided by the utility model;
图5为图4的俯视图。FIG. 5 is a top view of FIG. 4 .
图中:1、模具结构;2、防回弹压盘结构;3、压头结构;4、底板结构;5、第一固定螺栓;6、施压凸头;7、顶部翼缘;8、上翼展;9、受压凹槽;10、压板结构;11、压板;12、调节螺栓;13、加压螺栓;14、第二固定螺栓;15、下翼展;16、第一半圆弧型钢套筒;17、第二半圆弧型钢套筒;18、第一连接板;19、第二连接板;20、第三固定螺栓;21、拆模螺栓;22、内螺纹孔;23、压杆;24、调节弹簧;25、对中卡扣;26、第二通孔。In the figure: 1. Die structure; 2. Anti-rebound pressure plate structure; 3. Pressure head structure; 4. Bottom plate structure; 5. First fixing bolt; Wing span; 9. Compression groove; 10. Press plate structure; 11. Press plate; 12. Adjusting bolt; 13. Pressure bolt; 14. Second fixing bolt; 15. Lower wingspan; 16. First semicircle arc Section steel sleeve; 17, the second semicircular arc section steel sleeve; 18, the first connecting plate; 19, the second connecting plate; 20, the third fixing bolt; 21, demoulding bolt; 22, internal threaded hole; 23, Depression bar; 24, adjustment spring; 25, centering buckle; 26, second through hole.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
本实用新型的目的是提供一种改善压缩浇筑混凝土产生卸载回弹的模具装置,以解决上述现有技术存在的问题,避免了在压缩应力卸载后,受压的混凝土试件会发生的竖向卸载回弹,有效的提高浇筑质量和浇筑效率。The purpose of this utility model is to provide a mold device that improves the unloading springback of compressed poured concrete, so as to solve the problems in the prior art, and avoid the vertical deformation of the compressed concrete specimen after the unloading of the compressive stress. Unload springback, effectively improve pouring quality and pouring efficiency.
为使本实用新型的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本实用新型作进一步详细的说明,需说明的是,当部件被称为“固定于”或“设置于”另一个部件,它可以直接在另一个部件上或者间接在该另一个部件上。当一个部件被称为是“连接于”另一个部件,它可以是直接连接到另一个部件或者间接连接至该另一个部件上。In order to make the above purpose, features and advantages of the utility model more obvious and easy to understand, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. It should be noted that when a component is called "fixed on" or "Disposed on" another element, either directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.
还需说明的是,本实用新型实施例的附图中相同或相似的标号对应相同或相似的部件;在本实用新型的描述中,需要理解的是,若有术语“上”、“下”、“左”、“右”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此,附图中描述位置关系的用语仅用于示例性说明,不能理解为对本专利的限制,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。It should also be noted that the same or similar symbols in the drawings of the embodiments of the present invention correspond to the same or similar components; , "Left", "Right" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, which are only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, therefore, the terms describing the positional relationship in the drawings are for illustrative purposes only, and should not be construed as limitations on this patent. For those of ordinary skill in the art, they can The specific meanings of the above terms shall be understood according to specific situations.
本实用新型提供一种改善压缩浇筑混凝土产生卸载回弹的模具装置,如图1~4所示,包括:模具结构1、防回弹压盘结构2、压头结构3和底板结构4,模具结构包括第一半圆弧型钢套筒和第二半圆弧型钢套筒,第一半圆弧型钢套筒和第二半圆弧型钢套筒通过螺栓连接成套筒;防回弹压盘结构的底部具有施压凸头,施压凸头用于从模具结构的顶部伸入模具结构中对模具结构中的混凝土进行压缩,且防回弹压盘结构的顶部与模具结构的顶部可以通过螺栓固定连接,以保证施压凸头伸入模具结构中的位置固定不变;压头结构的顶部与压缩浇筑设备通过螺栓连接,压头结构的底部用于与防回弹压盘结构的顶部接触并传递压缩浇筑设备施加的压力;底板结构与模具结构的底部通过螺栓固定连接,以对模具结构的底部进行密封,通过将底板结构与模具结构的底部紧密连接,而压缩浇筑装置通过压头结构将防回弹压盘结构压入模具结构内部直至压缩应力达到设定大小时,再维持压缩应力大小不变持续加压一定时间(此时间随混凝土材质而定),然后通过螺栓将防回弹压盘结构与模具结构的上端固定,与模具结构上端部固定连接后的防回弹压盘结构能够对模具结构内部的混凝土材料进行持续压缩,模具结构拆模则在浇筑完成24小时后进行,从而起到阻止压缩浇筑的混凝土本身及混凝土中加入的弹塑性材料在压缩浇筑装置卸载后发生回弹损伤试件的作用,从而有效提高了压缩浇筑混凝土的浇筑质量,最后将压缩浇筑装置卸载,移走模具结构,压缩浇筑装置则可以立即继续浇筑,对另一套填充满新拌混凝土的模具结构进行施加荷载,进而有效的提高了压缩浇筑混凝土的浇筑效率。The utility model provides a mold device for improving unloading springback of compressed poured concrete, as shown in Figures 1 to 4, comprising: a mold structure 1, an anti-rebound pressure plate structure 2, a pressure head structure 3 and a bottom plate structure 4, and a mold structure Including the first semi-circular arc steel sleeve and the second semi-circular arc steel sleeve, the first semi-circular arc steel sleeve and the second semi-circular arc steel sleeve are connected by bolts to form a sleeve; the bottom of the anti-rebound pressure plate structure It has a pressure-applying convex head, which is used to extend from the top of the mold structure into the mold structure to compress the concrete in the mold structure, and the top of the anti-rebound pressure plate structure and the top of the mold structure can be fixedly connected by bolts, In order to ensure that the position of the pressure protrusion protruding into the mold structure is fixed; the top of the pressure head structure is connected with the compression pouring equipment through bolts, and the bottom of the pressure head structure is used to contact the top of the anti-rebound pressure plate structure and transfer compression pouring The pressure exerted by the equipment; the bottom plate structure and the bottom of the mold structure are fixedly connected by bolts to seal the bottom of the mold structure. The plate structure is pressed into the mold structure until the compressive stress reaches the set value, and then the compressive stress is kept constant for a certain period of time (this time depends on the concrete material), and then the anti-rebound plate structure and the mold structure are connected by bolts. The upper end of the mold structure is fixed, and the anti-rebound pressure plate structure fixedly connected to the upper end of the mold structure can continuously compress the concrete material inside the mold structure, and the demoulding of the mold structure is carried out 24 hours after the pouring is completed, so as to prevent the compression pouring The concrete itself and the elastoplastic materials added to the concrete have the effect of rebounding and damaging the specimen after the compression pouring device is unloaded, thereby effectively improving the pouring quality of the compression pouring concrete. Finally, the compression pouring device is unloaded, the mold structure is removed, and the compression pouring is performed. The device can immediately continue to pour, and apply load to another set of mold structures filled with fresh concrete, thereby effectively improving the pouring efficiency of compression poured concrete.
本实施例一个具体的方案中,改善压缩浇筑混凝土产生卸载回弹的模具装置还包括多个第一固定螺栓5,模具结构1的上端部固定连接有向外延伸的上翼展8,上翼展8上设置有多个椭圆形的第一通孔,防回弹压盘结构2包括施压凸头6、顶部翼缘7和受压凹槽9,施压凸头6用于伸入模具结构1中,顶部翼缘7上设置有多个椭圆形的第二通孔26,第二通孔26与第一通孔对应设置,一个第一固定螺栓5用于穿过一个第一通孔和一个第二通孔26后将防回弹压盘结构2与模具结构1固定连接,结构简单,使用方便;在压头结构3对防回弹压盘结构2施加压力使防回弹压盘结构2的施压凸头6向下进入到模具结构1并压缩模具结构1中的混凝土,在这个过程中,第一固定螺栓5不会限制防回弹压盘结构2向下移动,当施加到模具结构1中混凝土上的压缩应力达到设定大小时,维持压缩应力大小不变并持续加压一定时间(此时间随混凝土材质而定)后,再使用第一固定螺栓5将上翼展8与顶部翼缘7固定,便能够避免模具结构1中的混凝土向上发生卸载回弹而损伤试件,进而有效提高压缩混凝土的浇筑质量。In a specific solution of this embodiment, the mold device for improving the unloading springback of the compressed poured concrete also includes a plurality of first fixing bolts 5, and the upper end of the mold structure 1 is fixedly connected with an outwardly extending upper wingspan 8, the upper wing A plurality of oval-shaped first through holes are arranged on the exhibition hall 8, and the anti-rebound pressure plate structure 2 includes a pressure-applying protrusion 6, a top flange 7 and a pressure-receiving groove 9, and the pressure-applying protrusion 6 is used to extend into the mold structure 1, a plurality of elliptical second through-holes 26 are arranged on the top flange 7, and the second through-holes 26 are arranged correspondingly to the first through-holes, and a first fixing bolt 5 is used to pass through a first through-hole and After a second through hole 26, the anti-rebound pressure plate structure 2 is fixedly connected with the mold structure 1. The structure is simple and easy to use; the pressure head structure 3 exerts pressure on the anti-rebound pressure plate structure 2 so that the application of the anti-rebound pressure plate structure 2 The pressing head 6 enters the mold structure 1 downward and compresses the concrete in the mold structure 1. During this process, the first fixing bolt 5 will not restrict the downward movement of the anti-rebound pressure plate structure 2. When applied to the mold structure 1 When the compressive stress on the concrete reaches the set size, keep the compressive stress constant and pressurize for a certain period of time (this time depends on the concrete material), then use the first fixing bolt 5 to connect the upper wing span 8 and the top flange 7 fixed, it can prevent the concrete in the mold structure 1 from unloading and rebounding upwards and damage the test piece, thereby effectively improving the pouring quality of the compressed concrete.
具体的,压头结构3的顶部连接有压杆23,压杆23的顶部设置有内螺纹孔22,内螺纹孔22用于与压缩浇筑装置螺纹连接。Specifically, the top of the pressure head structure 3 is connected with a pressure rod 23, and the top of the pressure rod 23 is provided with an internal threaded hole 22, and the internal threaded hole 22 is used for threaded connection with the compression casting device.
进一步的,施压凸头6与模具结构1之间设置有微小的周向间隙,在施压凸头6下压时其不与模具结构1发生接触,防回弹压盘结构2的顶部设置有受压凹槽9,受压凹槽9用于承载压头结构3的底部传来的压缩应力,且受压凹槽9与压头之间设置有周向间隙,防回弹压盘能够将压头结构3传递的压力均匀的传递至模具结构1中的混凝土上。Further, there is a small circumferential gap between the pressing protrusion 6 and the mold structure 1, and when the pressing protrusion 6 is pressed down, it does not contact the mold structure 1, and the top of the anti-rebound pressure plate structure 2 is provided with The pressure groove 9 is used to carry the compressive stress from the bottom of the pressure head structure 3, and there is a circumferential gap between the pressure groove 9 and the pressure head, and the anti-rebound pressure plate can compress the pressure The pressure transmitted by the head structure 3 is evenly transmitted to the concrete in the mold structure 1 .
在本实施例中,改善压缩浇筑混凝土产生卸载回弹的模具装置还包括多个压板结构10,各压板结构10用于将模具结构1底部的下翼展15与底板结构4压紧以将模具结构1与底板结构4密封,从而能够有效阻止在模具结构1中振捣充填混凝土及施加压缩应力时新拌混凝土混合物中水泥浆体大量的流失,进而显著改善混凝土试件的浇筑质量,提高压缩浇筑混凝土的性能。In this embodiment, the mold device for improving the unloading springback of compressed poured concrete also includes a plurality of platen structures 10, and each platen structure 10 is used to compress the lower wingspan 15 at the bottom of the mold structure 1 with the bottom plate structure 4 to compress the mold The structure 1 is sealed with the bottom plate structure 4, which can effectively prevent the loss of a large amount of cement paste in the fresh concrete mixture when the concrete is vibrated and filled in the mold structure 1 and the compressive stress is applied, thereby significantly improving the pouring quality of the concrete specimen and increasing the compression force. Performance of poured concrete.
具体的,压板结构10包括压板11、调节螺栓12和加压螺栓13,压板11上设置有第三通孔和第一螺纹孔,第一螺纹孔设置于压板11远离模具结构1的一端,第三通孔设置于压板11的中部,模具结构1的底部固定连接有向外延伸的下翼展15,压板11靠近模具结构1的一端用于与下翼展15的顶部接触,底板结构4上设置有第二螺纹孔,调节螺栓12用于穿过第三通孔与第二螺纹孔螺纹连接以使压板11的底面与下翼展15的顶面平齐,加压螺栓13与第一螺纹孔螺纹连接并抵紧底板结构4的顶面,结构简单,通过向下调节加压螺栓13使压在下翼展15上的压板11能够将下翼展15与底板结构4压紧,从而能够避免模具结构1中混凝土的水泥浆体的流失,有效提高压缩浇筑混凝土的性能。Specifically, the platen structure 10 includes a platen 11, an adjusting bolt 12, and a pressure bolt 13. The platen 11 is provided with a third through hole and a first threaded hole. The first threaded hole is provided on the end of the platen 11 away from the mold structure 1. The three-way hole is arranged in the middle of the pressing plate 11, and the bottom of the mold structure 1 is fixedly connected with the lower wingspan 15 extending outwards. A second threaded hole is provided, and the adjusting bolt 12 is used to pass through the third through hole to be threadedly connected with the second threaded hole so that the bottom surface of the pressing plate 11 is flush with the top surface of the lower wingspan 15, and the pressure bolt 13 is connected with the first screw thread. The holes are threaded and pressed against the top surface of the bottom plate structure 4. The structure is simple. By adjusting the pressure bolt 13 downwards, the pressure plate 11 pressed on the lower wingspan 15 can compress the lower wingspan 15 and the bottom plate structure 4, thereby avoiding The loss of the cement paste of the concrete in the mold structure 1 effectively improves the performance of the compressed concrete.
进一步的,压板结构10还包括调节弹簧24,调节弹簧24套设在调节螺栓12的外侧,且设置于压板11和底板结构4之间,调节弹簧24能够使压板11一直与调节螺栓12的螺帽接触,方便调节螺栓12将压板11调节到下翼展15的顶面上,结构简单,方便操作。Further, the pressing plate structure 10 also includes an adjusting spring 24, the adjusting spring 24 is sheathed on the outside of the adjusting bolt 12, and is arranged between the pressing plate 11 and the bottom plate structure 4, the adjusting spring 24 can keep the pressing plate 11 in contact with the screw of the adjusting bolt 12. Cap contact, convenient to adjust the bolt 12 to adjust the pressure plate 11 to the top surface of the lower wingspan 15, the structure is simple and easy to operate.
更进一步的,压板结构10的数量为四个,四个压板结构10沿模具结构1的周向均匀设置。Furthermore, the number of platen structures 10 is four, and the four platen structures 10 are evenly arranged along the circumference of the mold structure 1 .
在本实施例中,改善压缩浇筑混凝土产生卸载回弹的模具装置还包括多个第二固定螺栓14,模具结构1为内外一体模具结构,模具结构1的下翼展15上设置有多个第四通孔,底板结构4上设置有多个第三螺纹孔,第四通孔与第三螺纹孔对应设置,第二固定螺栓14穿过第四通孔与第三螺纹孔螺纹连接以将下翼展15与底板结构4固定,进一步的将模具结构1与底板结构4固定,模具结构1为内外一体模具结构不在需要现场拆除外模具更换内模具,在提高了浇筑效率的同时还消除了现场拆除外模具结构导致压缩浇筑混凝土发生环向回弹的缺陷。In this embodiment, the mold device for improving the unloading springback of compressed poured concrete also includes a plurality of second fixing bolts 14, the mold structure 1 is an internal and external mold structure, and the lower wingspan 15 of the mold structure 1 is provided with a plurality of second fixing bolts 14. Four through holes, the bottom plate structure 4 is provided with a plurality of third threaded holes, the fourth through hole is correspondingly arranged with the third threaded hole, and the second fixing bolt 14 is threaded through the fourth through hole and the third threaded hole to connect the lower The wingspan 15 is fixed to the bottom plate structure 4, and the mold structure 1 and the bottom plate structure 4 are further fixed. The mold structure 1 is an internal and external integrated mold structure. It is no longer necessary to remove the outer mold on site to replace the inner mold, which improves the pouring efficiency and eliminates the on-site Defects of hoop springback in compressed cast concrete caused by removal of the outer mold structure.
具体的,模具结构1包括第一半圆弧型钢套筒16和第二半圆弧型钢套筒17,第一半圆弧型钢套筒16的两侧设置有第一连接板18,第二半圆弧型钢套筒17的两侧设置有第二连接板19,第一连接板18与对应的第二连接板19固定连接,结构简单,方便对成型后的压缩混凝土进行拆模。Specifically, the mold structure 1 includes a first semi-circular arc-shaped steel sleeve 16 and a second semi-circular arc-shaped steel sleeve 17, and first connecting plates 18 are arranged on both sides of the first semi-circular arc-shaped steel sleeve 16, and the second half Both sides of the arc-shaped steel sleeve 17 are provided with second connecting plates 19, the first connecting plates 18 are fixedly connected with the corresponding second connecting plates 19, the structure is simple, and it is convenient to remove the molded compressed concrete.
进一步的,模具结构1还包括对中卡扣25,对中卡扣25用于使螺栓固定前的第一半圆弧型钢套筒16和第二半圆弧型钢套筒17的内侧壁对齐,对中卡扣25包括对中凸起和对中凹槽,对中凸起设置于第一连接板18的底部,对中凹槽设置于第二连接板19的底部,对中凸起和对中凹槽对应设置,对中凸起嵌入对中凹槽中能够使第一半圆弧型钢套筒16和第二半圆弧型钢套筒17的内侧壁对齐,从而能够使第一半圆弧型钢套筒16和第二半圆弧型钢套筒17的内侧壁对齐的同时完成快速拼装。Further, the mold structure 1 also includes a centering buckle 25, which is used to align the inner side walls of the first semi-circular arc-shaped steel sleeve 16 and the second semi-circular arc-shaped steel sleeve 17 before the bolts are fixed, The centering buckle 25 includes a centering protrusion and a centering groove, the centering protrusion is arranged on the bottom of the first connecting plate 18, the centering groove is arranged on the bottom of the second connecting plate 19, the centering protrusion and the centering groove Correspondingly set in the groove, the centering protrusion can be embedded in the centering groove to align the inner sidewalls of the first semicircle-arc steel sleeve 16 and the second semicircle-arc steel sleeve 17, thereby enabling the first semicircle arc Quick assembly is completed while the inner side walls of the shaped steel sleeve 16 and the second semicircular arc shaped steel sleeve 17 are aligned.
更进一步的,改善压缩浇筑混凝土产生卸载回弹的模具装置还包括多个第三固定螺栓20,第一连接板18上设置有第五通孔,第二连接板19上设置有第六通孔,第五通孔与第六通孔对应设置,一个第三固定螺栓20用于穿过第五通孔和第六通孔后将第一连接板18和第二连接板19固定,结构简单,对模具结构1侧壁能够封闭,避免模具结构1中混凝土的水泥浆体的流失,有效提高压缩浇筑混凝土的性能。Furthermore, the mold device for improving the unloading springback of compressed poured concrete also includes a plurality of third fixing bolts 20, the first connecting plate 18 is provided with a fifth through hole, and the second connecting plate 19 is provided with a sixth through hole , the fifth through hole is set corresponding to the sixth through hole, a third fixing bolt 20 is used to fix the first connecting plate 18 and the second connecting plate 19 after passing through the fifth through hole and the sixth through hole, the structure is simple, The side wall of the mold structure 1 can be closed, avoiding the loss of the cement paste of the concrete in the mold structure 1, and effectively improving the performance of the compressed concrete.
在本实施例中,改善压缩浇筑混凝土产生卸载回弹的模具装置还包括多个拆模螺栓21,第一连接板18上设置有多个第四螺纹孔,拆模螺栓21用于与第四螺纹孔螺纹连接,转动拆模螺栓21能够使拆模螺栓21顶紧第一连接板18,使第一连接板18与第二连接板19分开,从而完成拆模,拆模螺栓21使得浇筑完成并静置24小时后模具结构1的拆除变得简单的同时,也避免了原有模具的暴力拆模行为对混凝土造成损伤的可能。In this embodiment, the mold device for improving the unloading springback of the compressed poured concrete also includes a plurality of demolding bolts 21, the first connecting plate 18 is provided with a plurality of fourth threaded holes, and the demolding bolts 21 are used to connect with the fourth The threaded holes are threaded, and the demolition bolt 21 can be turned to make the demolition bolt 21 tighten the first connecting plate 18, so that the first connecting plate 18 is separated from the second connecting plate 19, thereby completing the demoulding, and the demolding bolt 21 makes the pouring complete And after standing for 24 hours, the removal of the mold structure 1 becomes simple, and the possibility of damage to the concrete caused by the violent demolition of the original mold is also avoided.
在使用改善压缩浇筑混凝土产生卸载回弹的模具装置时,可分为以下五个步骤进行:When using the mold device to improve the unloading springback of compressed poured concrete, it can be divided into the following five steps:
第一步是准备工作,The first step is preparation,
该过程需要将压杆23和压头结构3所组成的压头结构通过压杆23顶部的M12内螺纹孔22与对应螺栓连接于现有压缩浇筑设备之上。This process needs to connect the pressure head structure composed of the pressure rod 23 and the pressure head structure 3 to the existing compression pouring equipment through the M12 internal thread hole 22 on the top of the pressure rod 23 and the corresponding bolts.
第二步则是模具结构1的组装过程,The second step is the assembly process of the mold structure 1,
该过程则是按照部件所处的上下位置依次进行,This process is carried out in sequence according to the up and down positions of the components.
首先是需要将加压螺栓13、调节螺栓12、压板11、调节弹簧24等部件组装成压板结构10,然后将底板结构4放置于平坦的地面上,接着在通过调节螺栓12与调节弹簧24组成的调节螺栓12结构将压板结构10连接到底板结构4上,待四个压板结构10依次连接于底板结构4。First of all, it is necessary to assemble the pressure bolt 13, the adjustment bolt 12, the pressure plate 11, the adjustment spring 24 and other components into the pressure plate structure 10, then place the bottom plate structure 4 on the flat ground, and then form the pressure plate structure 10 through the adjustment bolt 12 and the adjustment spring 24. The adjusting bolt 12 structure connects the pressing plate structure 10 to the base plate structure 4, and the four pressing plate structures 10 are connected to the base plate structure 4 in turn.
其次因为模具结构1是由第一半圆弧型钢套筒16和第二半圆弧型钢套筒17组成,而且模具结构1与底板结构4结构之间是通过三颗呈120°夹角分布第二固定螺栓14进行连接固定的,使得第一半圆弧型钢套筒16和第二半圆弧型钢套筒17之间存在一定的区别,即第一半圆弧型钢套筒16下端的下翼展15上存在两个螺栓孔,而第二半圆弧型钢套筒17下端的下翼展15上只存在一个螺栓孔。所以在通过第二固定螺栓14将底板结构4结构与模具结构1的第一半圆弧型钢套筒16和第二半圆弧型钢套筒17连接时,需要先连接固定下翼展15上存在两个螺栓孔的第二半圆弧型钢套筒17,然后在通过对中卡扣25将第一半圆弧型钢套筒16拼装上去,这样才能够保证第一半圆弧型钢套筒16快速的连接固定于底板结构4结构上,从而缩短组装时间。Secondly, because the mold structure 1 is made up of the first semi-arc-shaped steel sleeve 16 and the second semi-arc-shaped steel sleeve 17, and the structure between the mold structure 1 and the base plate structure 4 is distributed by three 120° included angles. Two fixing bolts 14 are connected and fixed, so that there is a certain difference between the first semicircle arc steel sleeve 16 and the second semicircle arc steel sleeve 17, that is, the lower wing of the first semicircle arc steel sleeve 16 lower end There are two bolt holes on the span 15, and there is only one bolt hole on the lower wingspan 15 of the second semicircle-arc steel sleeve 17 lower ends. Therefore, when connecting the structure of the bottom plate structure 4 with the first semicircle-arc steel sleeve 16 and the second semicircle-arc steel sleeve 17 of the mold structure 1 through the second fixing bolt 14, it is necessary to connect and fix the existing structure on the lower wingspan 15 first. The second semi-arc-shaped steel sleeve 17 of two bolt holes, then the first semi-arc-shaped steel sleeve 16 is assembled by centering buckle 25, so that the first semi-arc-shaped steel sleeve 16 can be guaranteed to be fast The connection is fixed on the bottom structure 4 structure, thus shortening the assembly time.
再次则是需要将第三固定螺栓20将第一半圆弧型钢套筒16的第一连接板18和第二半圆弧型钢套筒17的第二连接板19固定,并且将拆模螺栓21也固定于对应的第四螺纹孔中。Once again, it is necessary to fix the first connecting plate 18 of the first semicircle-arc-shaped steel sleeve 16 and the second connecting plate 19 of the second semi-circular-arc-shaped steel sleeve 17 by the third fixing bolt 20, and the demolition bolt 21 It is also fixed in the corresponding fourth threaded hole.
最后则是需要通过调节压板结构10中的调节螺栓12结构将四块压板11旋转调节至其轻微压在模具结构1的下翼展15上,然后在通过加压螺栓13对压板11施加压力使得其将模具结构1的下翼展15死死压住。Finally, it is necessary to adjust the rotation of the four pressing plates 11 by adjusting the adjusting bolts 12 in the pressing plate structure 10 until they are slightly pressed against the lower wingspan 15 of the mold structure 1, and then apply pressure to the pressing plates 11 through the pressing bolts 13 so that It firmly presses down the lower span 15 of the mold structure 1 .
第三步则是浇筑过程:The third step is the pouring process:
该过程则是按照先后顺序进行的,The process is carried out sequentially,
首先需要在模具结构1结构与底板结构4结构所组装好的模具结构1内部刷上一层模板油,防止混凝土混合物与模具结构1粘连,导致脱模时对混凝土试件产生损伤。First, a layer of template oil needs to be applied inside the mold structure 1 assembled by the mold structure 1 structure and the base plate structure 4 structure to prevent the concrete mixture from sticking to the mold structure 1, which will cause damage to the concrete specimen during demoulding.
其次将新拌混凝土混合物分三次加入于模具结构1结构与底板结构4结构所组装的模具结构1之中,每倒入一次都需要利用功率为3000瓦的插入式振捣棒进行振捣,连续插入振捣5-8次后(振捣次数与混凝土配合比、模具结构1形状等有关),且需要满足最终加入混凝土混合物的数量刚刚达到模具结构1的最大容量。Secondly, add the freshly mixed concrete mixture into the mold structure 1 assembled by the mold structure 1 structure and the bottom plate structure 4 structure in three times, and each time it is poured, it needs to be vibrated with a plug-in vibrator with a power of 3000 watts. After inserting and vibrating for 5-8 times (the frequency of vibrating is related to the concrete mix ratio, the shape of the mold structure 1, etc.), and it is necessary to meet the amount of the final added concrete mixture just reaching the maximum capacity of the mold structure 1.
再次则是需要将防回弹压盘结构2放置于模具结构1结构与底板结构4结构所组装的模具结构1上端,并且保证防回弹压盘结构2施压凸头6刚好插入模具结构1之中,然后移动模具结构1整体使得压头结构3与防回弹压盘结构2受压凹槽9对中(即压头结构3能够竖直插入防回弹压盘结构2受压凹槽9中)。Thirdly, it is necessary to place the anti-rebound pressure plate structure 2 on the upper end of the mold structure 1 assembled by the mold structure 1 structure and the bottom plate structure 4 structure, and ensure that the anti-rebound pressure plate structure 2 pressing protrusion 6 is just inserted into the mold structure 1 , and then move the mold structure 1 as a whole so that the pressure head structure 3 is aligned with the pressure groove 9 of the anti-rebound platen structure 2 (that is, the pressure head structure 3 can be vertically inserted into the pressure groove 9 of the anti-rebound platen structure 2).
最后则是启动现有压缩浇筑设备,使得压头结构3结构压入防回弹压盘结构2受压凹槽9中,并使得防回弹压盘结构2的施压凸头6对模具结构1内的混凝土进行压实,待到压缩压力达到设计大小后,便可持续进行一定时间(此时间随混凝土材质而定)的压实,压实成型后在保证压缩压力大小不变的前提下通过第一固定螺栓5将防回弹压盘结构2完全固定于模具结构1结构与底板结构4结构所组装的模具结构1之上,然后在控制压缩浇筑设备进行卸载,卸载后便将整个模具结构1从压缩浇筑设备上抬下来,等24小时后在对其进行拆模。Finally, start the existing compression pouring equipment, so that the structure of the pressure head 3 is pressed into the pressure groove 9 of the anti-rebound pressure plate structure 2, and the pressure protrusion 6 of the anti-rebound pressure plate structure 2 is pressed against the inside of the mold structure 1. The concrete is compacted. After the compression pressure reaches the design size, it can continue to be compacted for a certain period of time (this time depends on the concrete material). After the compaction is formed, the compression pressure is kept constant. A fixing bolt 5 completely fixes the anti-rebound pressure plate structure 2 on the mold structure 1 assembled by the mold structure 1 structure and the bottom plate structure 4 structure, and then unloads the mold structure 1 by controlling the compression pouring equipment. The compression pouring equipment was lifted up and down, and the formwork was removed after 24 hours.
第四步则是拆模过程:The fourth step is the demoulding process:
该过程也是按照先后顺序进行的,This process is also carried out sequentially.
首先需要依次拆除第一固定螺栓5与第三固定螺栓20,然后还需要依次拆除第二固定螺栓14与解除压板结构10对模具结构1的下翼展15施加的压力,其中解除压板结构10对模具结构1的下翼展15施加的压力,则是通过解除加压螺栓13对压板11施加压力进行解除的。接着则需要旋转拆模螺栓21将模具结构1的第一半圆弧型钢套筒16和第二半圆弧型钢套筒17分开,最后则是将防回弹压盘结构2取走便可以取混凝土试件,并对混凝土试件进行养护(例如标准养护条件下养护28天),得到没有发生回弹的压缩浇筑混凝土。Firstly, the first fixing bolt 5 and the third fixing bolt 20 need to be dismantled in sequence, and then the second fixing bolt 14 and the pressure exerted by the pressure plate structure 10 on the lower wingspan 15 of the mold structure 1 need to be removed in sequence, wherein the pressure plate structure 10 has a pair of The pressure applied by the lower wingspan 15 of the mold structure 1 is released by releasing the pressure applied by the pressure bolt 13 to the pressing plate 11 . Then, the demolition bolt 21 needs to be rotated to separate the first semi-arc steel sleeve 16 and the second semi-arc steel sleeve 17 of the mold structure 1, and finally the anti-rebound pressure plate structure 2 can be removed to remove the concrete Test pieces, and the concrete test pieces are cured (for example, under standard curing conditions for 28 days), to obtain compression poured concrete without rebound.
第五步则是模具结构1清洗养护过程:The fifth step is the mold structure 1 cleaning and maintenance process:
该过程只需要对模具结构1的第一半圆弧型钢套筒16和第二半圆弧型钢套筒17内部及底板结构4结构进行清洗刷油即可,无需其它步骤,也不需要将压板结构10拆卸,其可以在后续使用中直接使用,这里也能够节约后续重复使用模具结构1时模具结构1组装的时间。This process only needs to clean and brush the inside of the first semi-arc-shaped steel sleeve 16 and the second semi-arc-shaped steel sleeve 17 of the mold structure 1 and the structure of the bottom plate structure 4, without other steps, and it is not necessary to press the plate The structure 10 is disassembled and can be used directly in subsequent use, which can also save the time for assembling the mold structure 1 when the mold structure 1 is reused later.
本实用新型中应用了具体个例对本实用新型的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本实用新型的方法及其核心思想;同时,对于本领域的一般技术人员,依据本实用新型的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本实用新型的限制。In the utility model, specific examples have been used to illustrate the principle and implementation of the utility model, and the descriptions of the above examples are only used to help understand the method of the utility model and its core idea; meanwhile, for those of ordinary skill in the art , according to the idea of the utility model, there will be changes in the specific implementation and application range. To sum up, the contents of this specification should not be understood as limiting the utility model.
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