CN111719894A - A post-casting belt support structure for civil building construction - Google Patents
A post-casting belt support structure for civil building construction Download PDFInfo
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- CN111719894A CN111719894A CN202010655054.7A CN202010655054A CN111719894A CN 111719894 A CN111719894 A CN 111719894A CN 202010655054 A CN202010655054 A CN 202010655054A CN 111719894 A CN111719894 A CN 111719894A
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- 238000005266 casting Methods 0.000 title claims description 10
- 238000009435 building construction Methods 0.000 title claims description 6
- 238000010276 construction Methods 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 230000008093 supporting effect Effects 0.000 claims abstract description 6
- 238000003780 insertion Methods 0.000 claims description 28
- 230000037431 insertion Effects 0.000 claims description 27
- 230000002457 bidirectional effect Effects 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
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Abstract
本发明涉及一种土木房建用后浇带支撑结构,所述土木房建用后浇带支撑结构包括设置于后浇带内的模板,所述模板上设置有钢筋笼,所述模板远离所述钢筋笼的一侧可拆卸安装有至少两个固定管,所述固定管的内侧插放有伸缩支架;所述伸缩支架上安装有伸缩调节机构,所述伸缩调节机构调节所述伸缩支架的长度;相邻两个所述伸缩支架之间设置有用于对伸缩支架进行水平支撑的支撑机构,且所述支撑机构可进行调节。通过设置的伸缩调节机构可实现对伸缩支架的长度调节,并配合固定在模板上的固定管实现支撑,通过设置的支撑机构实现对伸缩支架的水平方向限位,可有效确保支撑的稳定性,占用钢管量少,且方便后续拆卸,能够实现支撑件的重复使用,实用性强。
The invention relates to a post-cast belt support structure for civil house construction. The post-cast belt support structure for civil house construction includes a template arranged in the post-cast belt, the template is provided with a reinforcement cage, and the template is far away from the surrounding area. At least two fixed tubes are detachably installed on one side of the steel cage, and a telescopic bracket is inserted into the inner side of the fixed tube; length; a support mechanism for horizontally supporting the telescopic supports is arranged between two adjacent telescopic brackets, and the support mechanism can be adjusted. The length of the telescopic bracket can be adjusted by the telescopic adjustment mechanism provided, and the support can be realized with the fixed tube fixed on the template. It occupies less steel pipe, is convenient for subsequent disassembly, can realize the repeated use of the support, and has strong practicability.
Description
技术领域technical field
本发明涉及建筑工程相关技术领域,具体是一种土木房建用后浇带支撑结构。The invention relates to the related technical field of construction engineering, in particular to a post-casting belt support structure for civil house construction.
背景技术Background technique
土木建筑是建造各类工程设施的科学技术的统称。它既指所应用的材料、设备和所进行的勘测、设计、施工、保养维修等技术活动;也指工程建设的对象,即建造在地上或地下、陆上或水中,直接或间接为人类生活、生产、军事、科研服务的各种工程设施。Civil construction is a general term for the science and technology of building various engineering facilities. It refers not only to the applied materials, equipment and technical activities such as surveying, design, construction, maintenance and repair, etc.; , production, military, scientific research services of various engineering facilities.
土木房建属于土木建设的一种,现浇整体式钢筋混凝土面板如地下室顶板、大型建筑物的楼面面板和大型建筑物的屋顶面板等,为了解决钢筋混凝土面板与面板之间差异沉降、混凝土的收缩变形以及混凝土构件温度应力等问题,近年来普遍采用后浇带来取代传统的施工缝,在大面积面板浇筑混凝土时,按原来施工缝间距要求设置成后浇带,其宽度一般为0.8~1.0m,钢筋结构即钢筋笼则连续布置。Civil construction is a type of civil construction, cast-in-place integral reinforced concrete panels such as basement roofs, floor panels of large buildings and roof panels of large buildings, etc., in order to solve the differential settlement between reinforced concrete panels and panels, concrete In recent years, post-cast belts have been widely used to replace traditional construction joints. When concrete is poured on large-area panels, post-cast belts are set according to the original construction joint spacing requirements, and their width is generally 0.8 ~1.0m, the reinforcement structure, that is, the reinforcement cage, is arranged continuously.
浇带的后期混凝土浇筑已是很成熟的技术,但现有技术中,采用的支撑结构需要用到多个支撑管并配合多个固定件实现安装,导致后续在拆卸过程中不够便捷,实用性较差。The post-concrete pouring of the pouring belt is a very mature technology, but in the prior art, the support structure used requires the use of multiple support pipes and multiple fixing parts to achieve installation, resulting in the subsequent disassembly process is not convenient and practical. poor.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于提供一种土木房建用后浇带支撑结构,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide a post-cast belt support structure for civil building construction, so as to solve the problems raised in the above background technology.
为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种土木房建用后浇带支撑结构,所述土木房建用后浇带支撑结构包括设置于后浇带内的模板,所述模板上设置有钢筋笼,所述模板远离所述钢筋笼的一侧可拆卸安装有至少两个固定管,所述固定管的内侧插放有伸缩支架;A post-cast belt support structure for civil house construction, the post-cast belt support structure for civil house construction includes a template arranged in the post-cast belt, the template is provided with a reinforcement cage, and the template is far away from the reinforcement cage At least two fixing tubes are detachably installed on one side of the fixing tube, and a telescopic bracket is inserted into the inner side of the fixing tubes;
所述伸缩支架上安装有伸缩调节机构,所述伸缩调节机构调节所述伸缩支架的长度;A telescopic adjustment mechanism is installed on the telescopic bracket, and the telescopic adjustment mechanism adjusts the length of the telescopic bracket;
相邻两个所述伸缩支架之间设置有用于对伸缩支架进行水平支撑的支撑机构,且所述支撑机构可进行调节。A support mechanism for horizontally supporting the telescopic support is arranged between two adjacent telescopic supports, and the support mechanism can be adjusted.
作为本发明进一步的方案:所述固定管通过螺栓与所述模板固定连接。As a further solution of the present invention: the fixing pipe is fixedly connected with the template through bolts.
作为本发明再进一步的方案:所述固定管的侧端固定有加强筋,所述加强筋倾斜设置,且所述加强筋远离所述固定管的一端可拆卸安装在所述模板上。As a further solution of the present invention, a reinforcing rib is fixed on the side end of the fixing pipe, the reinforcing rib is arranged obliquely, and an end of the reinforcing rib away from the fixing pipe is detachably installed on the template.
作为本发明再进一步的方案:所述伸缩支架远离所述固定管的一端通过螺栓固定在底板上。As a further solution of the present invention, one end of the telescopic support away from the fixing tube is fixed on the bottom plate by bolts.
作为本发明再进一步的方案:所述伸缩支架包括固定在所述底板上的插放管及插放于所述插放管内且通过限位组件滑动限位的螺纹管,所述螺纹管远离所述插放管的一端与所述固定管插接,位于所述插放管内的螺纹管与所述伸缩调节机构连接。As a further solution of the present invention: the telescopic support includes an insertion tube fixed on the bottom plate and a threaded tube inserted in the insertion tube and limited by the limit assembly, and the threaded tube is far away from the One end of the insertion tube is inserted into the fixed tube, and a threaded tube located in the insertion tube is connected with the telescopic adjustment mechanism.
作为本发明再进一步的方案:所述伸缩调节机构包括转动安装在所述插放管内且与所述螺纹管螺纹连接的螺纹杆及设置在所述插放管侧端的转盘,所述转盘的转轴通过锥齿轮组与所述螺纹杆转动连接。As a further solution of the present invention: the telescopic adjustment mechanism includes a threaded rod rotatably installed in the insertion tube and threadedly connected to the threaded tube, and a turntable arranged at the side end of the insertion tube, and the rotating shaft of the turntable It is rotatably connected with the threaded rod through a bevel gear set.
作为本发明再进一步的方案:所述支撑机构包括双向螺纹杆及螺纹连接在所述双向螺纹杆上的两个螺纹套筒,一个所述螺纹套筒通过与之铰接的两个连接杆分别与两个插放管铰接。As a further solution of the present invention, the support mechanism includes a bidirectional threaded rod and two threaded sleeves threadedly connected to the bidirectional threaded rod, and one of the threaded sleeves is respectively connected with the two connecting rods hinged therewith. The two insertion tubes are hinged.
作为本发明再进一步的方案:所述双向螺纹杆的中间位置处安装有固定件,所述固定件上固定安装有至少两个与所述双向螺纹杆轴向垂直的转动把手。As a further solution of the present invention, a fixing member is installed at the middle position of the bidirectional threaded rod, and at least two rotating handles perpendicular to the axial direction of the bidirectional threaded rod are fixedly installed on the fixing member.
与现有技术相比,本发明的有益效果是:本发明设计新颖,通过设置的伸缩调节机构可实现对伸缩支架的长度调节,并配合固定在模板上的固定管实现支撑,通过设置的支撑机构实现对伸缩支架的水平方向限位,可有效确保支撑的稳定性,占用钢管量少,且方便后续拆卸,能够实现支撑件的重复使用,实用性强。Compared with the prior art, the beneficial effects of the present invention are as follows: the present invention has a novel design, the length adjustment of the telescopic bracket can be realized by the provided telescopic adjustment mechanism, and the support is realized by cooperating with the fixed pipe fixed on the template, and the provided support The mechanism realizes the horizontal limit of the telescopic support, which can effectively ensure the stability of the support, occupies less steel pipe, facilitates subsequent disassembly, and can realize the repeated use of the support, and has strong practicability.
附图说明Description of drawings
图1为土木房建用后浇带支撑结构一种实施例的结构示意图。FIG. 1 is a schematic structural diagram of an embodiment of a post-casting belt support structure for civil engineering construction.
图2为土木房建用后浇带支撑结构一种实施例的剖面图。FIG. 2 is a cross-sectional view of an embodiment of a post-casting belt support structure for civil engineering construction.
图3为土木房建用后浇带支撑结构一种实施例中螺纹管与插放管的连接状态爆炸图。FIG. 3 is an exploded view of the connection state of the threaded pipe and the insertion pipe in an embodiment of the post-casting belt support structure used in the construction of the civil engineering building.
图中:1-模板、2-钢筋笼、3-固定管、4-加强筋、5-螺纹管、6-限位件、7-插放管、8-转盘、9-底板、10-连接杆、11-螺纹套筒、12-双向螺纹杆、13-固定件、14-转动把手、15-螺纹杆、16-限位槽、17-锥齿轮组。In the picture: 1-template, 2-rebar cage, 3-fixed pipe, 4-reinforcing rib, 5-threaded pipe, 6-limiting piece, 7-insertion pipe, 8-turntable, 9-bottom plate, 10-connection Rod, 11-threaded sleeve, 12-two-way threaded rod, 13-fixed piece, 14-turn handle, 15-threaded rod, 16-limiting groove, 17-bevel gear set.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明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发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,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,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
另外,本发明中的元件被称为“固定于”或“设置于”另一个元件,它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件,它可以是直接连接到另一个元件或者可能同时存在居中元件。本文所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明的目的,并不表示是唯一的实施方式。In addition, when an element in the present invention is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for the purpose of illustration only and do not represent the only embodiment.
请参阅图1~3,本发明实施例中,一种土木房建用后浇带支撑结构,所述土木房建用后浇带支撑结构包括设置于后浇带内的模板1,所述模板1上设置有钢筋笼2,所述模板1远离所述钢筋笼2的一侧可拆卸安装有至少两个固定管3,所述固定管3的内侧插放有伸缩支架;Referring to FIGS. 1 to 3 , in an embodiment of the present invention, a post-casting belt support structure for civil house construction includes a formwork 1 disposed in the post-casting belt, and the formwork 1 is provided with a reinforcing bar cage 2, and at least two fixing pipes 3 are detachably installed on one side of the template 1 away from the reinforcing bar cage 2, and a telescopic bracket is inserted into the inner side of the fixing pipe 3;
所述伸缩支架上安装有伸缩调节机构,所述伸缩调节机构调节所述伸缩支架的长度;A telescopic adjustment mechanism is installed on the telescopic bracket, and the telescopic adjustment mechanism adjusts the length of the telescopic bracket;
相邻两个所述伸缩支架之间设置有用于对伸缩支架进行水平支撑的支撑机构,且所述支撑机构可进行调节。A support mechanism for horizontally supporting the telescopic support is arranged between two adjacent telescopic supports, and the support mechanism can be adjusted.
在本发明实施例中,通过设置的伸缩调节机构可实现对伸缩支架的长度调节,并配合固定在模板1上的固定管3实现支撑,通过设置的支撑机构实现对伸缩支架的水平方向限位,可有效确保支撑的稳定性,本发明设计新颖,占用钢管量少,且方便后续拆卸,能够实现支撑件的重复使用,实用性强。In the embodiment of the present invention, the length adjustment of the telescopic bracket can be realized by the provided telescopic adjustment mechanism, and the support can be realized by cooperating with the fixing tube 3 fixed on the template 1, and the horizontal direction limit of the telescopic bracket can be realized by the provided support mechanism , can effectively ensure the stability of the support, the invention has a novel design, occupies less steel pipe, is convenient for subsequent disassembly, can realize the repeated use of the support, and has strong practicability.
在本发明实施例中,所述模板1采用模板板材制成,固定管3、伸缩支架及支撑机构均采用不锈钢材质支撑,当然,在材料选择中,只要满足支撑需求即可,本申请对此不作具体限定。In the embodiment of the present invention, the template 1 is made of template plate, and the fixed tube 3, the telescopic bracket and the supporting mechanism are all supported by stainless steel. Of course, in the selection of materials, as long as the support requirements are met, this application There is no specific limitation.
作为本发明的一种实施例,所述固定管3通过螺栓与所述模板1固定连接。As an embodiment of the present invention, the fixing pipe 3 is fixedly connected to the template 1 through bolts.
在本发明实施例中,所述固定管3还可通过其他固定方式与模板1可拆卸连接,本申请对此不作具体限定。In the embodiment of the present invention, the fixing tube 3 can also be detachably connected to the template 1 by other fixing means, which is not specifically limited in this application.
作为本发明的一种实施例,所述固定管3的侧端固定有加强筋4,所述加强筋4倾斜设置,且所述加强筋4远离所述固定管3的一端可拆卸安装在所述模板1上。As an embodiment of the present invention, the side end of the fixing pipe 3 is fixed with a reinforcing rib 4, the reinforcing rib 4 is arranged obliquely, and the end of the reinforcing rib 4 away from the fixing pipe 3 is detachably installed on the on template 1.
在本发明实施例中,通过设置的加强筋4增加对模板1的支撑面积,从而,一方面可增加支撑的稳定性,另一方面可减少支撑件的使用,实用性强。In the embodiment of the present invention, the support area for the formwork 1 is increased by the reinforcing ribs 4 provided, so that on the one hand, the stability of the support can be increased, and on the other hand, the use of support parts can be reduced, and the practicability is strong.
在本发明实施例中,所述加强筋4采用不锈钢材质支撑,其一端焊接在固定管3上,另一端可通过螺栓与模板1进行固定,当然,固定方式并不限于此。In the embodiment of the present invention, the reinforcing rib 4 is supported by stainless steel, one end of which is welded to the fixing tube 3, and the other end can be fixed with the template 1 by bolts. Of course, the fixing method is not limited to this.
作为本发明的一种实施例,所述伸缩支架远离所述固定管3的一端通过螺栓固定在底板9上。As an embodiment of the present invention, one end of the telescopic support away from the fixing tube 3 is fixed on the bottom plate 9 by bolts.
在本发明实施例中,通过设置的底板9可实现对伸缩支架的有效支撑,同时可确保伸缩支架远离模板1的一端进行位置固定,防止其底部发生偏移,影响支撑效果。In the embodiment of the present invention, the bottom plate 9 can effectively support the telescopic bracket, and at the same time, it can ensure that the end of the telescopic bracket away from the template 1 is fixed in position, so as to prevent the bottom from shifting and affecting the supporting effect.
在本发明实施例中,需要说明的是,上述所述的底板9也可为房屋的底面,只要能够实现对伸缩支架的固定即可,本实施例中,优选为另设的金属板,从而可有效降低伸缩支架对房屋底面造成的影响。In the embodiment of the present invention, it should be noted that the above-mentioned bottom plate 9 can also be the bottom surface of the house, as long as the telescopic support can be fixed. In this embodiment, it is preferably a separate metal plate, so as to It can effectively reduce the impact of the telescopic bracket on the bottom of the house.
作为本发明的一种实施例,所述伸缩支架包括固定在所述底板9上的插放管7及插放于所述插放管7内且通过限位组件滑动限位的螺纹管5,所述螺纹管5远离所述插放管7的一端与所述固定管3插接,位于所述插放管7内的螺纹管5与所述伸缩调节机构连接。As an embodiment of the present invention, the telescopic support includes an
在本发明实施例中,所述限位组件包括固定在所述螺纹管5外侧的限位件6及设置在所述插放管7内壁上的限位槽16,所述限位件6与所述限位槽16滑动配合,使得螺纹管5仅可沿插放管7的轴向滑动,其中,限位件6的设置数目优选为4个,限位槽16与限位件6适配。In the embodiment of the present invention, the limiting assembly includes a
在本发明实施例中,为了确保螺纹管5与固定管3连接的稳定性,所述螺纹管5远离所述插放管7的一端呈长方体结构设置,所述固定管3的内侧形状同样呈长方体结构。In the embodiment of the present invention, in order to ensure the stability of the connection between the threaded
作为本发明的一种实施例,所述伸缩调节机构包括转动安装在所述插放管7内且与所述螺纹管5螺纹连接的螺纹杆15及设置在所述插放管7侧端的转盘8,所述转盘8的转轴通过锥齿轮组17与所述螺纹杆15转动连接。As an embodiment of the present invention, the telescopic adjustment mechanism includes a threaded
在本发明实施例中,当需要进行伸缩支架的调节时,转动转盘8,通过锥齿轮组17的作用带动螺纹杆15转动,当螺纹杆15转动时实现对螺纹管5的移动驱动,从而满足调节需求。In the embodiment of the present invention, when the adjustment of the telescopic bracket is required, the turntable 8 is rotated to drive the threaded
在本发明实施例中,所述锥齿轮组17由两个相互垂直且啮合的锥齿轮组成,起到力的转向传递作用,其中,两个锥齿轮的之间的传动比本申请不作具体限定,可根据需求进行选择。In the embodiment of the present invention, the
作为本发明的一种实施例,所述支撑机构包括双向螺纹杆12及螺纹连接在所述双向螺纹杆12上的两个螺纹套筒11,一个所述螺纹套筒11通过与之铰接的两个连接杆10分别与两个插放管7铰接。As an embodiment of the present invention, the support mechanism includes a bidirectional threaded
在本发明实施例中,当转动双向螺纹杆12时,两个螺纹套筒11在连接杆10的限制作用下沿双向螺纹杆12的轴向相向运动或相反运动,从而实现对相邻两个插放管7的水平支撑,且支撑位置不唯一,支撑效果好。In the embodiment of the present invention, when the two-way threaded
作为本发明的一种实施例,所述双向螺纹杆12的中间位置处安装有固定件13,所述固定件13上固定安装有至少两个与所述双向螺纹杆12轴向垂直的转动把手14。As an embodiment of the present invention, a fixing member 13 is installed at the middle position of the bidirectional threaded
在本发明实施例中,通过设置的转动把手14带动固定件13转动,从而实现对双向螺纹杆12的转动驱动,调节方便。In the embodiment of the present invention, the rotating handle 14 is used to drive the fixing member 13 to rotate, so as to realize the rotational driving of the bidirectional threaded
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.
Claims (8)
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282428A (en) * | 2020-11-13 | 2021-01-29 | 中国二十冶集团有限公司 | Adjustable supporting structure for building post-cast strip |
CN115045532A (en) * | 2022-07-25 | 2022-09-13 | 中建二局第二建筑工程有限公司中原分公司 | Post-cast strip bearing structure subsides for building construction |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2689930A1 (en) * | 1992-04-14 | 1993-10-15 | Ottenwaelder Bernard | Telescopic shoring device with adjustable head. |
CN101014747A (en) * | 2004-08-27 | 2007-08-08 | 吉莱斯皮企业有限公司 | Telescoping shoring post |
US7837413B1 (en) * | 2008-01-23 | 2010-11-23 | Kundel Sr Robert | Adjustable trench box and spreader bar |
CN203947800U (en) * | 2014-05-16 | 2014-11-19 | 周伟华 | A kind of building support of automatic lifting |
CN204357117U (en) * | 2014-12-04 | 2015-05-27 | 广厦湖北第六建设工程有限责任公司 | A kind of after-pouring band beam-slab template and lattice column thereof |
CN207829004U (en) * | 2018-01-16 | 2018-09-07 | 于洋 | A kind of preformed hole template for building civil construction |
CN209066448U (en) * | 2018-11-09 | 2019-07-05 | 安喜坡 | A kind of combined foundation ditch support structure |
CN209585609U (en) * | 2019-01-24 | 2019-11-05 | 浙江省二建建设集团有限公司 | Late poured band support structure |
-
2020
- 2020-07-09 CN CN202010655054.7A patent/CN111719894A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2689930A1 (en) * | 1992-04-14 | 1993-10-15 | Ottenwaelder Bernard | Telescopic shoring device with adjustable head. |
CN101014747A (en) * | 2004-08-27 | 2007-08-08 | 吉莱斯皮企业有限公司 | Telescoping shoring post |
US7837413B1 (en) * | 2008-01-23 | 2010-11-23 | Kundel Sr Robert | Adjustable trench box and spreader bar |
CN203947800U (en) * | 2014-05-16 | 2014-11-19 | 周伟华 | A kind of building support of automatic lifting |
CN204357117U (en) * | 2014-12-04 | 2015-05-27 | 广厦湖北第六建设工程有限责任公司 | A kind of after-pouring band beam-slab template and lattice column thereof |
CN207829004U (en) * | 2018-01-16 | 2018-09-07 | 于洋 | A kind of preformed hole template for building civil construction |
CN209066448U (en) * | 2018-11-09 | 2019-07-05 | 安喜坡 | A kind of combined foundation ditch support structure |
CN209585609U (en) * | 2019-01-24 | 2019-11-05 | 浙江省二建建设集团有限公司 | Late poured band support structure |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112282428A (en) * | 2020-11-13 | 2021-01-29 | 中国二十冶集团有限公司 | Adjustable supporting structure for building post-cast strip |
CN115045532A (en) * | 2022-07-25 | 2022-09-13 | 中建二局第二建筑工程有限公司中原分公司 | Post-cast strip bearing structure subsides for building construction |
CN115045532B (en) * | 2022-07-25 | 2023-11-28 | 中建二局第二建筑工程有限公司 | Sedimentation post-pouring belt supporting structure for house construction |
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