CN115110714A - A segmented armor joint device and construction method thereof - Google Patents
A segmented armor joint device and construction method thereof Download PDFInfo
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- CN115110714A CN115110714A CN202210900966.5A CN202210900966A CN115110714A CN 115110714 A CN115110714 A CN 115110714A CN 202210900966 A CN202210900966 A CN 202210900966A CN 115110714 A CN115110714 A CN 115110714A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
- E04F15/142—Dividing strips or boundary strips
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/24—Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
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Abstract
Description
技术领域technical field
本发明涉及一种分段式铠甲缝装置及其施工方法,属于建筑施工的技术领域。The invention relates to a segmented armor joint device and a construction method thereof, belonging to the technical field of building construction.
背景技术Background technique
现代新式物流仓储及工业厂房大部分实现了机械设备自动化,机械设备精密程度提高,如果地坪的平整度不够,从而使地坪在使用过程中带来较多的不便。为保证设备的正常使用,对地坪的平整度要求也不断提高,并要求地面地坪均需一次性成型,因此加大了施工难度。混凝土地坪在满足承载力要求下,用户对地坪的整体平整度、裂缝控制、美观及后期维护等方面均提出要求。Most of the modern new logistics warehouses and industrial plants have realized the automation of machinery and equipment, and the precision of machinery and equipment has been improved. If the flatness of the floor is not enough, it will bring more inconvenience to the use of the floor. In order to ensure the normal use of the equipment, the requirements for the flatness of the floor are also continuously improved, and the floor and floor are required to be formed at one time, thus increasing the difficulty of construction. Under the condition that the concrete floor meets the bearing capacity requirements, the user puts forward requirements for the overall flatness, crack control, aesthetics and post-maintenance of the floor.
普通混凝土地坪每隔4~6米设置切割缝,目前市面上铠甲缝大多采用普通钢板,容易生锈且影响使用;且使用时大多需要在现场进行焊接安装,导致安装不便(如专利申请号为CN201921114192.3的中国实用新型专利公开了一种铠甲缝装置);此外现有的铠甲缝装置由于中间缝隙未完全消除,不能保证地坪施工缝处混凝土和钢板锚固的连续性。Ordinary concrete floors are set with cutting seams every 4 to 6 meters. At present, most of the armor seams on the market are made of ordinary steel plates, which are easy to rust and affect the use; and most of them need to be welded and installed on site, resulting in inconvenient installation (such as patent application No. An armor joint device is disclosed for the Chinese utility model patent of CN201921114192.3); in addition, the existing armor joint device cannot guarantee the continuity of the anchorage of concrete and steel plate at the construction joint of the floor because the intermediate gap is not completely eliminated.
发明内容SUMMARY OF THE INVENTION
为了解决现有技术所存在的上述问题,本发明提供了一种分段式铠甲缝装置及其施工方法。In order to solve the above problems existing in the prior art, the present invention provides a segmented armor seam device and a construction method thereof.
本发明的技术方案如下:The technical scheme of the present invention is as follows:
一种分段式铠甲缝装置及其施工方法,包括槽轨部分以及插置于所述槽轨部分上的插件部分,所述插件部分下端插入所述槽轨部分并通过若干第一螺栓锁固;A segmented armor seam device and a construction method thereof, comprising a slot rail part and an insert part inserted on the slot rail part, the lower end of the insert part is inserted into the slot rail part and locked by a plurality of first bolts ;
所述槽轨部分包括水平底板,所述水平底板顶部中间固定设置有槽轨,所述槽轨与水平底板相互垂直形成T形结构;The groove rail part includes a horizontal bottom plate, a groove rail is fixedly arranged in the middle of the top of the horizontal bottom plate, and the groove rail and the horizontal bottom plate are perpendicular to each other to form a T-shaped structure;
所述插件部分包括左右两块对称设置的字形插板,两块所述字形插板背向并靠设置并通过第二螺栓锁固。The plug-in part includes two symmetrically arranged glyph inserts on the left and right, and the two glyph inserts are arranged opposite to each other and are locked by second bolts.
其中,所述水平底板的两侧翼向下弯折形成第一嵌埋翼缘。Wherein, the two side wings of the horizontal bottom plate are bent downward to form a first embedded flange.
其中,两块所述字形插板之间留置有缝隙,所述缝隙下方垫设有弹性垫衬片,所述缝隙上灌注有填缝胶。Wherein, a gap is left between the two zigzag inserts, an elastic pad is placed under the gap, and a gap filling glue is poured on the gap.
其中,所述字形插板的外侧壁中部水平连接有传力板,所述传力板外侧设置有塑料保护套。Wherein, a force transmission plate is horizontally connected to the middle part of the outer side wall of the character-shaped insert plate, and a plastic protective cover is arranged on the outer side of the force transmission plate.
其中,所述字形插板的顶部水平段外端向下弯折形成第二嵌埋翼缘。Wherein, the outer end of the top horizontal section of the character-shaped insert plate is bent downward to form a second embedded flange.
其中,所述第二嵌埋翼缘上并排阵列开设有镂空口。Wherein, hollow openings are arranged in a side-by-side array on the second embedded flange.
其中,所述插件部分的下端横向开设有用于安装各个所述第一螺栓的安装长槽。Wherein, the lower end of the plug-in part is provided with a long installation slot for installing each of the first bolts.
其中,所述槽轨部分以及插件部分均采用镀锌钢板制成。Wherein, the groove rail part and the plug-in part are made of galvanized steel plate.
一种分段式铠甲缝装置的施工方法,包括以下施工步骤:A construction method for a segmented armor joint device, comprising the following construction steps:
步骤1、将槽轨部分预埋固定于基层混凝土中;
步骤2、将插件部分对应插置于槽轨部分上;
步骤3、通过若干第一螺栓对槽轨部分和插件部分进行锁固;
步骤4、在插件部分上进行地坪混凝土浇筑即可。
本发明具有如下有益效果:The present invention has the following beneficial effects:
本发明分段式铠甲缝装置及其施工方法,槽轨部分以及插件部分均采用镀锌钢板制成,镀锌层在钢板表面形成保层,起到隔绝空气和水分的作用,可有效降低锈蚀隐患。The segmented armor joint device and its construction method of the present invention, the groove rail part and the plug-in part are made of galvanized steel plate, the galvanized layer forms a protective layer on the surface of the steel plate, plays the role of isolating air and moisture, and can effectively reduce corrosion hidden danger.
本发明分段式铠甲缝装置及其施工方法,同时采用分段式铠甲缝,包括独立的槽轨部分上的插件部分,施工安装时插件部分下端插入槽轨部分并通过若干第一螺栓锁固,无需现场焊接安装,减少人力物力投入。The segmented armor seam device and its construction method of the present invention also adopts the segmented armor seam, which includes a plug-in part on an independent groove rail part. During construction and installation, the lower end of the plug-in part is inserted into the groove rail part and locked by a plurality of first bolts. , No need for on-site welding and installation, reducing manpower and material resources.
本发明分段式铠甲缝装置及其施工方法,在构成插件部分的两块字形插板之间留置有缝隙,缝隙下方垫设有弹性垫衬片,缝隙上灌注有填缝胶,以确保两块字形插板之间完全密合,保证接缝的紧密性,从而保证地坪施工缝处混凝土和钢板锚固的连续保证地坪施工缝处混凝土与铠甲缝有效锚固的连续性。The segmented armor seam device and its construction method of the present invention have a gap left between the two character-shaped insert plates constituting the plug-in part, an elastic gasket is placed under the gap, and a gap filling glue is poured on the gap to ensure the two The block-shaped inserts are completely sealed to ensure the tightness of the joints, thereby ensuring the continuity of the concrete and steel plate anchoring at the floor construction joints and ensuring the continuity of the effective anchoring of the concrete and armor joints at the floor construction joints.
附图说明Description of drawings
图1为本发明一种分段式铠甲缝装置及其施工方法的立体结构示意图;Fig. 1 is a three-dimensional schematic diagram of a segmented armor joint device and a construction method thereof of the present invention;
图2为本发明一种分段式铠甲缝装置及其施工方法侧向结构示意图;Fig. 2 is a kind of side structure schematic diagram of a segmented armor joint device and a construction method thereof of the present invention;
图3为本发明一种分段式铠甲缝装置及其施工方法实际施工步骤一示意图;Fig. 3 is a schematic diagram of the actual construction step one of a segmented armor joint device and its construction method according to the present invention;
图4为本发明一种分段式铠甲缝装置及其施工方法实际施工步骤二示意图;Fig. 4 is a schematic diagram of the
图5为本发明一种分段式铠甲缝装置及其施工方法实际施工步骤三示意图;5 is a schematic diagram of the actual construction step three of a segmented armor joint device and a construction method thereof according to the present invention;
图6为本发明一种分段式铠甲缝装置及其施工方法实际施工步骤四示意图。FIG. 6 is a schematic diagram of the fourth actual construction step of a segmented armor joint device and its construction method according to the present invention.
图中附图标记表示为:The reference numbers in the figure are indicated as:
1-槽轨部分、101-水平底板、102-槽轨、103-第一嵌埋翼缘、2-插件部分、201-7字形插板、202-弹性垫衬片、203-填缝胶、204-传力板、205-塑料保护套、206-第二嵌埋翼缘、207-镂空口、208-安装长槽、3-第一螺栓、4-第二螺栓。1-slot rail part, 101-horizontal bottom plate, 102-slot rail, 103-first embedded flange, 2-insertion part, 201-7-shaped insert plate, 202-elastic gasket, 203-gap filler, 204-force transmission plate, 205-plastic protective cover, 206-second embedded flange, 207-hollow opening, 208-installation slot, 3-first bolt, 4-second bolt.
具体实施方式Detailed ways
下面结合附图和具体实施例来对本发明进行详细的说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
参见图1-2,一种分段式铠甲缝装置及其施工方法,它包括槽轨部分1以及插置于槽轨部分1上的插件部分2,插件部分2下端插入槽轨部分1并通过若干第一螺栓3锁固,采用分段式铠甲缝,无需现场焊接安装,减少人力物力投入,保证地坪施工缝处混凝土于铠甲缝有效锚固的连续性,本发明结构简单,方便实用且安装快捷;Referring to Figure 1-2, a segmented armor joint device and its construction method include a
槽轨部分1以及插件部分2均采用镀锌钢板制成,镀锌层在钢板表面形成保层,起到隔绝空气和水分的作用,可有效降低锈蚀隐患;The
槽轨部分1包括水平底板101,水平底板101顶部中间固定设置有槽轨102,槽轨102由两块平行设置的钢板构成,槽轨102与水平底板101相互垂直形成T形结构,中间留置与插件部分2下端厚度匹配的插槽;The
水平底板101的两侧翼向下弯折形成第一嵌埋翼缘103,第一嵌埋翼缘103一方面可起到加强结构抗弯矩变形的作用,另一方面可作为锚固结构在浇筑基层混凝土时嵌入混凝土中进行固定;The two sides of the
插件部分2包括左右两块对称设置的7字形插板201,插件部分2的下端横向开设有用于安装各个第一螺栓3的安装长槽208,两块7字形插板201背向并靠设置并通过第二螺栓4锁固,插件部分2插入槽轨部分1并装上第一螺栓3完全紧固前,鉴于安装长槽208的横向连通特点,可横向移动调整插件部分2的位置,在进行第一螺栓3完全紧固,安装长槽208起到安装时的可微调作用;The plug-in
两块7字形插板201之间留置有缝隙,缝隙下方垫设有弹性垫衬片202,弹性垫衬片202可采用如泡沫板等材料,缝隙上灌注有填缝胶203,两块7字形插板201贴附安装时,现在贴合面之间垫入弹性垫衬片202,初步确定缝隙以便于留置缝隙注胶,接着锁固第二螺栓4夹紧,最后在缝隙上方灌注填缝胶203,以确保两块7字形插板201之间完全密合,保证接缝的紧密性,从而保证地坪施工缝处混凝土和钢板锚固的连续;A gap is left between the two 7-
7字形插板201的外侧壁中部水平连接有传力板204,地坪混凝土浇筑后,传力板204外端嵌在地坪混凝土浇筑层中,由于两侧7字形插板201相对固定,因此可通过传力板204的传力作用,保证后期两侧地坪混凝土同步沉降,传力板204外侧设置有塑料保护套205,可增加传力面积、增大传力板204与混凝土接触的面积;A
7字形插板201的顶部水平段外端向下弯折形成第二嵌埋翼缘206,第二嵌埋翼缘206主要作为锚固结构在浇筑基层混凝土时嵌入混凝土中进行固定;进一步的,第二嵌埋翼缘206上并排阵列开设有镂空口207,在地坪混凝土浇筑后,完全填充镂空口207,能够进一步提升第二嵌埋翼缘206与地坪混凝土之间的连结性,进而保证锚固稳固性。The outer end of the top horizontal section of the 7-shaped
本发明的工作原理:The working principle of the present invention:
市面上现有铠甲缝装置在地坪混凝土浇筑前按照设计位置施工缝布置铠甲缝,同时调整铠甲缝顶标高与地坪标高一致,并通过焊接锚固钢筋将铠甲缝与基层之间进行固定,随后进行地坪混凝土浇筑。The existing armor seam device on the market arranges the armor seam according to the design position of the construction seam before the floor concrete is poured. At the same time, the top elevation of the armor seam is adjusted to be consistent with the floor elevation, and the armor seam and the base layer are fixed by welding anchoring steel bars. Perform floor concrete pouring.
为克服现有技术对上述工序的不足,本发明采用分段式铠甲缝装置及其施工方法,的材质上采用两块镀锌的7字形插板201,通过第二螺栓4连接,在两块7字形插板201之间形成有夹缝,在夹缝的下部填装有弹性垫衬片202,在夹缝的上部设有填缝胶203,从此创新材质杜绝后期铠甲缝锈蚀风险,同时基层混凝土浇筑过程中预埋槽轨部分1,后续地坪混凝土浇筑前仅需要手工将插件部分2与槽轨部分1进行插接并通过若干第一螺栓3锁固,无需焊接及锚固钢筋固定,缩短工期,降低人力物力的消耗,同时该方案有效解决铠甲缝的定位、标高及固定问题,方便快捷便于施工。In order to overcome the deficiencies of the prior art for the above-mentioned procedures, the present invention adopts a segmented armor seam device and a construction method thereof. The material adopts two galvanized 7-shaped
实施步骤如图3-6所示,首先,放线定位确定铠甲缝位置,在基层混凝土上预埋槽轨部分1,安装示意如附图3所示;The implementation steps are shown in Figure 3-6. First, the position of the armor seam is determined by the positioning of the line, and the
浇筑基层混凝土,待地坪混凝土施工前,将本装置插件部分2插入槽轨部分1,安装示意如附图4所示;When pouring the base concrete, before the construction of the floor concrete, insert the plug-in
随后通过若干第一螺栓3进行装置固定,可以保证地坪施工缝处混凝土和钢板锚固的连续性,安装示意如附图5所示;Subsequently, the device is fixed by several
最后,在插件部分2上进行地坪混凝土浇筑,安装示意如附图6所示。Finally, the floor concrete is poured on the plug-in
以上所述仅为本发明的实施例,并非因此限制本发明的专利范围,凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本发明的专利保护范围内。The above descriptions are only the embodiments of the present invention, and are not intended to limit the scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the description and drawings of the present invention, or directly or indirectly applied to other related technologies Fields are similarly included in the scope of patent protection of the present invention.
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| KR970009879U (en) * | 1995-08-31 | 1997-03-29 | 이남승 | Fixing device for elastic joints for concrete slabs |
| KR101458961B1 (en) * | 2014-04-09 | 2014-11-07 | (주)나우종합건축사사무소 | Hypocaust type laminate floor structure of the building |
| CN108049540A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | More super flat anticracking one-pass molding load bearing heat preserving floor construction engineering methods in temperature control cold chain storehouse |
| CN213681550U (en) * | 2020-09-19 | 2021-07-13 | 北京九洋建设工程有限公司 | Waterproof expansion joint structure |
| CN215564229U (en) * | 2021-07-13 | 2022-01-18 | 芜湖建中建设有限公司 | Cleaning device for armor seam |
| CN217871594U (en) * | 2022-07-28 | 2022-11-22 | 中建海峡建设发展有限公司 | Sectional type armor seam device |
-
2022
- 2022-07-28 CN CN202210900966.5A patent/CN115110714A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR970009879U (en) * | 1995-08-31 | 1997-03-29 | 이남승 | Fixing device for elastic joints for concrete slabs |
| KR101458961B1 (en) * | 2014-04-09 | 2014-11-07 | (주)나우종합건축사사무소 | Hypocaust type laminate floor structure of the building |
| CN108049540A (en) * | 2017-11-30 | 2018-05-18 | 中建六局第三建筑工程有限公司 | More super flat anticracking one-pass molding load bearing heat preserving floor construction engineering methods in temperature control cold chain storehouse |
| CN213681550U (en) * | 2020-09-19 | 2021-07-13 | 北京九洋建设工程有限公司 | Waterproof expansion joint structure |
| CN215564229U (en) * | 2021-07-13 | 2022-01-18 | 芜湖建中建设有限公司 | Cleaning device for armor seam |
| CN217871594U (en) * | 2022-07-28 | 2022-11-22 | 中建海峡建设发展有限公司 | Sectional type armor seam device |
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