CN102535525A - Structure and method utilizing anti-floating anchor rods to support underground raft plates - Google Patents

Structure and method utilizing anti-floating anchor rods to support underground raft plates Download PDF

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CN102535525A
CN102535525A CN2011103865300A CN201110386530A CN102535525A CN 102535525 A CN102535525 A CN 102535525A CN 2011103865300 A CN2011103865300 A CN 2011103865300A CN 201110386530 A CN201110386530 A CN 201110386530A CN 102535525 A CN102535525 A CN 102535525A
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floating anchor
anchor rods
rods
support
raft
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CN102535525B (en
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陈俊杰
赵亚军
李栋
张文拴
马旭江
李锋
陈朝奉
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China Construction Eighth Engineering Division Co Ltd
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Abstract

本发明公开了一种利用抗浮锚杆支撑地下筏板的结构,包括一上排筏板钢筋架、一铺设于地面的下排筏板钢筋架和一支撑所述上排筏板钢筋架的支撑结构,其特征在于:所述支撑结构包括复数组抗浮锚杆与复数个支撑杆,各组所述抗浮锚杆固定间距地埋设于地面,且顶部与所述支撑杆紧固连接;所述上排筏板钢筋架架设于所述支撑杆上。由于采用了本发明的一种利用抗浮锚杆支撑地下筏板的结构及方法,实现了利用地下室筏板抗浮锚杆锚固部分代替马凳筋,具有施工便捷、安全可靠、绿色节能、施工成本低的优点。

Figure 201110386530

The invention discloses a structure for supporting underground raft slabs by using anti-floating anchor rods, comprising an upper row of raft slab reinforcement frames, a lower row of raft slab reinforcement frames laid on the ground, and a supporting structure for supporting the upper row of raft slab reinforcement frames, It is characterized in that: the support structure includes multiple groups of anti-floating anchor rods and multiple support rods, each group of anti-floating anchor rods is buried on the ground at fixed intervals, and the top is tightly connected with the support rods; the upper The raft slab reinforcement frame is erected on the support rod. Due to the adoption of a structure and method for supporting underground rafts by using anti-floating anchor rods of the present invention, the use of basement raft anti-floating anchor rods to anchor parts instead of horse stool bars has been realized, which has the advantages of convenient construction, safety and reliability, green energy saving, and convenient construction. The advantage of low cost.

Figure 201110386530

Description

利用抗浮锚杆支撑地下筏板的结构及方法Structure and method of supporting underground raft with anti-floating anchor

技术领域 technical field

本发明涉及一种支撑结构及方法,尤指一种利用抗浮锚杆支撑地下筏板的结构及方法。The invention relates to a supporting structure and a method, in particular to a structure and a method for supporting an underground raft by using an anti-floating anchor rod.

背景技术 Background technique

参阅图3所示,地下筏板的结构主要包括一上排筏板钢筋架1与下排筏板钢筋架2,在搭设时,通过马凳筋6对上排筏板钢筋架1提供支撑,保持两者间隔的距离,待上排筏板钢筋架1与下排筏板钢筋架2搭设完成后,进行混凝土的浇筑进而形成完整的地下筏板结构。由于建筑物自重及其它外部因素产生的综合荷载不足以平衡地下水所产生的浮力时,必须在基础底板施加一定的竖向外力以平衡浮力,为了防止地下筏板的上浮,通常会设置复数根抗浮锚杆3,将其下端埋设于地面,上端延伸至上排筏板钢筋架1与下排筏板钢筋架2之间,待地下筏板的混凝土浇筑完成后抗浮锚杆3的上端即紧固于上排筏板钢筋架1与下排筏板钢筋架2之间,从而利用锚杆自身的抗拉强度所产成的抗拉力、锚杆与土层之间的摩擦力所产生的抗拔力,对基础底板上浮的趋势进行约束,起到抵抗基础上浮的作用。Referring to Fig. 3, the structure of the underground raft mainly includes an upper row of raft reinforcement frames 1 and a lower row of raft reinforcement frames 2. When erecting, support is provided to the upper row of raft reinforcement frames 1 through horse stool bars 6 to keep both The interval distance is that after the erection of the upper row of raft reinforcement frames 1 and the lower row of raft reinforcement frames 2 is completed, concrete is poured to form a complete underground raft structure. When the comprehensive load generated by the building's own weight and other external factors is not enough to balance the buoyancy generated by the groundwater, a certain vertical external force must be applied to the foundation floor to balance the buoyancy. The lower end of the floating anchor rod 3 is buried on the ground, and the upper end extends between the upper row of raft steel frame 1 and the lower row of raft steel frame 2. After the concrete pouring of the underground raft is completed, the upper end of the anti-floating anchor rod 3 is fastened to the Between the upper row of raft steel frame 1 and the lower row of raft steel frame 2, the tensile force generated by the tensile strength of the anchor itself and the pullout force generated by the friction between the anchor and the soil layer are used. Restrain the floating trend of the foundation floor, and play a role in resisting the floating of the foundation.

但是,上述施工过程中起支撑上排筏板钢筋架1作用的马凳筋6采用大规格钢筋制作而成,且间距较小,需要使用较多的钢筋进行制作,材料消耗大,同时需要耗费较多的人工进行加工,而且具有钢筋支撑不稳定且容易弯曲变形,施工中不便于使用,调整困难等问题,因此确实有进一步改进的必要。However, in the above-mentioned construction process, the horse stool bars 6 that support the upper row of raft reinforcement frames 1 are made of large-scale steel bars, and the spacing is small, so more steel bars need to be used for production, and the material consumption is large. There are many manual processing, and there are problems such as unstable steel support and easy bending deformation, inconvenient use during construction, and difficult adjustment. Therefore, it is really necessary to further improve.

发明内容 Contents of the invention

本发明的目的在于克服现有技术的缺陷,而提供一种利用抗浮锚杆支撑地下筏板的结构及方法,实现了利用地下室筏板抗浮锚杆代替马凳筋,具有施工便捷、安全可靠、绿色节能、施工成本低的优点。The purpose of the present invention is to overcome the defects of the prior art, and provide a structure and method for supporting underground rafts by using anti-floating anchor rods, which realizes the use of basement raft anti-floating anchor rods instead of horse stool bars, and has the advantages of convenient and safe construction. The advantages of reliability, green energy saving and low construction cost.

实现上述目的的技术方案是:The technical scheme for realizing the above-mentioned purpose is:

本发明的一种利用抗浮锚杆支撑地下筏板的结构,A structure of the present invention that utilizes anti-floating anchor rods to support underground rafts,

包括一上排筏板钢筋架、一铺设于地面的下排筏板钢筋架和一支撑所述上排筏板钢筋架的支撑结构,所述支撑结构包括复数组抗浮锚杆与复数个支撑杆,各组所述抗浮锚杆固定间距地埋设于地面,且顶部与所述支撑杆紧固连接;所述上排筏板钢筋架架设于所述支撑杆上。It includes an upper row of raft reinforcement frames, a lower row of raft reinforcement frames laid on the ground, and a supporting structure supporting the upper row of raft reinforcement frames. The set of anti-floating anchor rods is buried on the ground at fixed intervals, and the top is tightly connected with the support rods; the upper row of raft reinforcement frames is erected on the support rods.

每组上述抗浮锚杆包括三根抗浮锚杆。Each group of above-mentioned anti-floating anchor rods includes three anti-floating anchor rods.

上述三根抗浮锚杆顶部与所述支撑杆焊接。The tops of the three anti-floating anchor rods are welded to the support rods.

上述三根抗浮锚杆顶部与所述支撑杆绑扎。The tops of the above three anti-floating anchor rods are tied to the support rods.

本发明的一种利用抗浮锚杆支撑地下筏板上排筏板钢筋架的方法。The invention relates to a method for supporting a raft steel bar frame on an underground raft by using an anti-floating anchor rod.

包括步骤:Include steps:

将抗浮锚杆分为复数组,各组抗浮锚杆之间固定间距地埋设于地面;The anti-floating anchor rods are divided into multiple groups, and the anti-floating anchor rods of each group are buried on the ground at fixed intervals;

在所述复数组抗浮锚杆的顶端固接支撑杆;affixing support rods at the top of the plurality of sets of anti-floating anchor rods;

将所述上排筏板钢筋架架设于所述支撑杆上。Erection of the upper row of raft reinforcement frames on the support rods.

每组上述抗浮锚杆包括三根抗浮锚杆;所述三根抗浮锚杆的顶部与所述支撑杆焊接。Each set of anti-floating anchor rods includes three anti-floating anchor rods; the tops of the three anti-floating anchor rods are welded to the support rods.

每组上述抗浮锚杆包括三根抗浮锚杆;所述三根抗浮锚杆的顶部与所述支撑杆绑扎。Each set of above-mentioned anti-floating anchor rods includes three anti-floating anchor rods; the tops of the three anti-floating anchor rods are tied to the support rods.

本发明由于采用了以上技术方案,使其具有以下有益效果是:The present invention has the following beneficial effects due to the adoption of the above technical scheme:

所述抗浮锚杆顶部与支撑杆紧固连接,实现利用抗浮锚杆顶部连接部作为支撑,使得抗浮锚杆保持原有防止地下筏板上浮作用的同时起到抗浮锚杆代替筏板马凳筋的作用,具有节约钢筋的使用量,减少人工的耗费,起到降低成本、节能的作用,且不易被踩踏破坏变形。The top of the anti-floating anchor is tightly connected with the support rod, and the connection part of the top of the anti-floating anchor is used as a support, so that the anti-floating anchor maintains the original function of preventing the floating of the underground raft and at the same time acts as an anti-floating anchor instead of the raft The role of the board stool bar is to save the amount of steel bars used, reduce labor costs, reduce costs, save energy, and is not easy to be damaged and deformed by trampling.

附图说明 Description of drawings

图1为本发明利用抗浮锚杆支撑地下筏板的结构及方法的系统结构示意图;Fig. 1 is the system structure schematic diagram of the structure and method of the present invention utilizing anti-floating anchor rods to support underground rafts;

图2为本发明利用抗浮锚杆支撑地下筏板的结构及方法的抗浮锚杆与支撑杆连接结构示意图;Fig. 2 is a schematic diagram of the connection structure between the anti-floating anchor rod and the support rod of the structure and method of utilizing the anti-floating anchor rod to support the underground raft in the present invention;

图3为现有技术的地下筏板支撑结构的系统结构示意图。Fig. 3 is a schematic diagram of the system structure of an underground raft supporting structure in the prior art.

具体实施方式 Detailed ways

下面结合具体实施例对本发明作进一步说明。The present invention will be further described below in conjunction with specific examples.

请参阅图1,本发明的一种利用抗浮锚杆支撑地下筏板的结构,包括一上排筏板钢筋架1、一铺设于地面4的下排筏板钢筋架2和一支撑上排筏板钢筋架1的支撑结构,支撑结构包括复数组抗浮锚杆3与复数个支撑杆5,各组抗浮锚杆3固定间距地埋设于地面4,且顶部与支撑杆5紧固连接;上排筏板钢筋架1架设于支撑杆5上。相邻抗浮锚杆3的间距为1800mm,上排筏板钢筋架1和下排筏板钢筋架2间距1000mm。Please refer to Fig. 1, a kind of structure that utilizes anti-floating anchor rods to support underground rafts of the present invention includes an upper row of raft reinforcement frames 1, a lower row of raft reinforcement frames 2 laid on the ground 4 and a support upper row of raft reinforcement The support structure of the frame 1, the support structure includes a plurality of groups of anti-floating anchor rods 3 and a plurality of support rods 5, each group of anti-floating anchor rods 3 is buried in the ground 4 at fixed intervals, and the top is firmly connected with the support rods 5; the upper row of rafts The plate reinforcement frame 1 is erected on the support rod 5 . The distance between adjacent anti-floating anchor rods 3 is 1800mm, and the distance between the upper row of raft reinforcement frames 1 and the lower row of raft reinforcement frames 2 is 1000mm.

请参阅图2,每组抗浮锚杆3包括三根抗浮锚杆3;三根抗浮锚杆3顶部与支撑杆5焊接或绑扎。Please refer to FIG. 2 , each group of anti-floating anchor rods 3 includes three anti-floating anchor rods 3 ; the tops of the three anti-floating anchor rods 3 are welded or tied to the support rods 5 .

抗浮锚杆3顶部与支撑杆5紧固连接,实现利用抗浮锚杆3顶部连接部作为支撑,使得本发明可去除现有技术中的马凳筋,抗浮锚杆3保持原有防止地下筏板上浮作用的同时,还起到抗浮锚杆3代替筏板马凳筋支撑上排筏板钢筋架1的作用,从而大幅度减少施工过程中所需的钢筋数,具有节约钢筋的使用量,减少人工的耗费的作用,同时该结构不易被踩踏破坏变形。The top of the anti-floating anchor rod 3 is tightly connected with the support rod 5, and the connection part at the top of the anti-floating anchor rod 3 is used as a support, so that the present invention can remove the horse stool in the prior art, and the anti-floating anchor rod 3 maintains the original prevention At the same time as the floating effect of the underground raft, it also plays the role of anti-floating anchor rod 3 replacing the raft horse stool bar to support the upper row of raft steel frame 1, thereby greatly reducing the number of steel bars required in the construction process and saving the use of steel bars Quantity, reducing labor costs, and the structure is not easily damaged and deformed by trampling.

可通过如下方法支撑地下筏板上排筏板钢筋架。The following methods can be used to support the reinforcement frame of the raft on the underground raft.

用抗浮锚杆3支撑地下筏板上排筏板钢筋架1;Use the anti-floating anchor rod 3 to support the raft reinforcement frame 1 on the underground raft;

包括步骤:Include steps:

将抗浮锚杆3分为复数组,各组抗浮锚杆3之间固定间距地埋设于地面4;The anti-floating anchor rods 3 are divided into multiple groups, and each group of anti-floating anchor rods 3 is buried on the ground 4 at fixed intervals;

在复数组抗浮锚杆3的顶端固接支撑杆5;Affix the support rod 5 at the top of the plurality of sets of anti-floating anchor rods 3;

将上排筏板钢筋架1架设于支撑杆5上。The upper row of raft reinforcement frame 1 is erected on the support rod 5 .

每组抗浮锚杆3包括三根抗浮锚杆3;三根抗浮锚杆3的顶部与支撑杆5焊接或绑扎。Each group of anti-floating anchor rods 3 includes three anti-floating anchor rods 3; the tops of the three anti-floating anchor rods 3 are welded or tied to the support rods 5.

实现了利用地下室筏板抗浮锚杆3代替马凳筋,具有施工便捷、安全可靠、绿色节能、施工成本低的优点。The use of the anti-floating anchor rod 3 of the basement raft to replace the horse stool bar has the advantages of convenient construction, safety and reliability, green energy saving, and low construction cost.

以上结合附图实施例对本发明进行了详细说明,本领域中普通技术人员可根据上述说明对本发明做出种种变化例。因而,实施例中的某些细节不应构成对本发明的限定,本发明将以所附权利要求书界定的范围作为本发明的保护范围。The present invention has been described in detail above with reference to the embodiments of the accompanying drawings, and those skilled in the art can make various changes to the present invention according to the above description. Therefore, some details in the embodiments should not be construed as limiting the present invention, and the present invention will take the scope defined by the appended claims as the protection scope of the present invention.

Claims (8)

1.一种利用抗浮锚杆支撑地下筏板的结构,包括一上排筏板钢筋架、一铺设于地面的下排筏板钢筋架和一支撑所述上排筏板钢筋架的支撑结构,其特征在于:所述支撑结构包括复数组抗浮锚杆与复数个支撑杆,各组所述抗浮锚杆固定间距地埋设于地面,且顶部与所述支撑杆紧固连接;所述上排筏板钢筋架架设于所述支撑杆上。1. A structure utilizing anti-floating anchor rods to support underground rafts, comprising an upper row of raft reinforcement frames, a lower row of raft reinforcement frames laid on the ground and a supporting structure supporting said upper row of raft reinforcement frames, characterized in In that: the support structure includes a plurality of groups of anti-floating anchor rods and a plurality of support rods, each group of anti-floating anchor rods is buried on the ground at fixed intervals, and the top is firmly connected with the support rods; the upper row of rafts The reinforcement frame is erected on the support rod. 2.根据权利要求1所述的利用抗浮锚杆支撑地下筏板的结构,其特征在于,每组所述抗浮锚杆包括三根抗浮锚杆。2. The structure for supporting underground rafts with anti-floating anchors according to claim 1, wherein each set of anti-floating anchors includes three anti-floating anchors. 3.根据权利要求2所述的利用抗浮锚杆支撑地下筏板的结构,其特征在于,所述三根抗浮锚杆顶部与所述支撑杆焊接。3. The structure for supporting underground rafts with anti-floating anchor rods according to claim 2, characterized in that the tops of the three anti-floating anchor rods are welded to the support rods. 4.根据权利要求2所述的利用抗浮锚杆支撑地下筏板的结构,其特征在于,所述三根抗浮锚杆顶部与所述支撑杆绑扎。4. The structure for supporting underground rafts with anti-floating anchor rods according to claim 2, characterized in that the tops of the three anti-floating anchor rods are tied to the support rods. 5.一种利用抗浮锚杆支撑地下筏板上排筏板钢筋架的方法。5. A method of utilizing anti-floating anchor rods to support underground raft slab reinforcement frames. 6.根据权利要求5所述的方法,其特征在于,包括步骤:6. The method according to claim 5, characterized in that, comprising the steps of: 将抗浮锚杆分为复数组,各组抗浮锚杆之间固定间距地埋设于地面;The anti-floating anchor rods are divided into multiple groups, and the anti-floating anchor rods of each group are buried on the ground at fixed intervals; 在所述复数组抗浮锚杆的顶端固接支撑杆;affixing support rods at the top of the plurality of sets of anti-floating anchor rods; 将所述上排筏板钢筋架架设于所述支撑杆上。Erection of the upper row of raft reinforcement frames on the support rods. 7.根据权利要求6所述的方法,其特征在于,每组所述抗浮锚杆包括三根抗浮锚杆;所述三根抗浮锚杆的顶部与所述支撑杆焊接。7. The method according to claim 6, wherein each set of anti-floating anchor rods includes three anti-floating anchor rods; tops of the three anti-floating anchor rods are welded to the support rods. 8.根据权利要求6所述的方法,其特征在于,每组所述抗浮锚杆包括三根抗浮锚杆;所述三根抗浮锚杆的顶部与所述支撑杆绑扎。8 . The method according to claim 6 , wherein each group of the anti-floating anchors includes three anti-floating anchors; the tops of the three anti-floating anchors are tied to the support rods.
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CN103205967A (en) * 2013-03-14 2013-07-17 张强 Anti-floating anchor rod structure of raft board
CN103306283A (en) * 2013-06-25 2013-09-18 青岛理工大学 Method for improving shear strength of non-metal anti-floating anchor rod
CN103806474A (en) * 2014-03-12 2014-05-21 中国建筑西南勘察设计研究院有限公司 Anti-floating structure for deformation compatibility of anti-floating anchor rods and anti-floating plate
CN104452829A (en) * 2014-11-18 2015-03-25 中大建设有限公司 Piled raft foundation anti-floating structure and construction method
CN110359451A (en) * 2019-06-27 2019-10-22 中国五冶集团有限公司 A kind of anti-float anchor rod water-impervious construction method
CN111042213A (en) * 2019-12-28 2020-04-21 山东天齐置业集团股份有限公司 Construction method for replacing raft split heads with anti-floating anchor rods for supporting

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CN103205967A (en) * 2013-03-14 2013-07-17 张强 Anti-floating anchor rod structure of raft board
CN103205967B (en) * 2013-03-14 2015-02-25 中国建筑第八工程局有限公司 Anti-floating anchor rod structure of raft board
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CN103306283B (en) * 2013-06-25 2015-09-09 青岛理工大学 Method for improving shear strength of non-metal anti-floating anchor rod
CN103806474A (en) * 2014-03-12 2014-05-21 中国建筑西南勘察设计研究院有限公司 Anti-floating structure for deformation compatibility of anti-floating anchor rods and anti-floating plate
CN103806474B (en) * 2014-03-12 2016-05-04 中国建筑西南勘察设计研究院有限公司 The float Structure of anti-float anchor rod and the compatibility of deformation of anti-floating plate
CN104452829A (en) * 2014-11-18 2015-03-25 中大建设有限公司 Piled raft foundation anti-floating structure and construction method
CN110359451A (en) * 2019-06-27 2019-10-22 中国五冶集团有限公司 A kind of anti-float anchor rod water-impervious construction method
CN111042213A (en) * 2019-12-28 2020-04-21 山东天齐置业集团股份有限公司 Construction method for replacing raft split heads with anti-floating anchor rods for supporting

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