CN205839811U - A kind of post-cast strip exterior wall advanced water-stopping processes structure - Google Patents

A kind of post-cast strip exterior wall advanced water-stopping processes structure Download PDF

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CN205839811U
CN205839811U CN201620514731.2U CN201620514731U CN205839811U CN 205839811 U CN205839811 U CN 205839811U CN 201620514731 U CN201620514731 U CN 201620514731U CN 205839811 U CN205839811 U CN 205839811U
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water
post
wall
stop
treatment structure
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张庭旺
储勤波
陈世伟
张志�
靳艳彩
鲁立勇
邬忠面
狄昊
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China First Metallurgical Group Co Ltd
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Abstract

一种后浇带外墙超前止水处理结构,外墙上设置后浇带,止水处理结构至少包括止水钢板、防腐剂、遇水膨胀止水条和麻丝沥青,止水钢板焊接在后浇带位置,防腐剂、遇水膨胀止水条和麻丝沥青分层铺设在紧贴后浇带的外墙外表面。施工时,待外墙钢筋绑扎完毕,在外墙外表面分别绑扎遇水膨胀止水条,并在后浇带位置焊接止水钢板;待外墙混凝土浇筑完毕并养护到期后,将外墙表面涂刷防腐剂,最后在遇水膨胀止水条与外墙外表皮之间填塞并压实麻丝沥青。与传统地下室外墙防水相比,本实用新型避免了为后浇带外墙额外增加的超前止水构造,施工方便、劳动强度低、工作效率高,防堵效果显著、抗渗防水能力强,且能够提前停止降水,进而降低施工成本。

An advanced water-stop treatment structure for the outer wall of the post-cast belt, in which a post-cast belt is arranged on the outer wall, and the water-stop treatment structure includes at least a water-stop steel plate, an anti-corrosion agent, a water-swellable water-stop strip and hemp asphalt, and the water-stop steel plate is welded on the At the position of the post-pouring belt, preservatives, water-swellable water-stop strips and hemp asphalt are laid in layers on the outer surface of the outer wall that is close to the post-casting belt. During construction, after the reinforcement of the exterior wall is bound, the water-swelling water-stop strips are respectively tied on the exterior surface of the exterior wall, and the water-stop steel plate is welded at the position of the post-pouring belt; after the concrete pouring of the exterior wall is completed and the curing period expires, the Apply preservative, and finally fill and compact hemp asphalt between the water-swellable waterstop strip and the outer skin of the outer wall. Compared with the waterproofing of the traditional basement exterior wall, the utility model avoids the additional advanced water-stop structure for the exterior wall of the post-casting belt, and has the advantages of convenient construction, low labor intensity, high work efficiency, remarkable anti-blocking effect, and strong impermeability and waterproof ability. And it can stop the precipitation in advance, thereby reducing the construction cost.

Description

一种后浇带外墙超前止水处理结构A post-pouring structure with advanced water-stop treatment for exterior walls

技术领域 technical field

本实用新型涉及高层建筑地下后浇带外墙的防水领域,具体涉及一种后浇带外墙超前止水处理结构。 The utility model relates to the field of waterproofing of exterior walls of post-pouring belts underground in high-rise buildings, in particular to an advanced water-stop treatment structure for exterior walls of post-casting strips.

背景技术 Background technique

现代工程施工过程中,为了解决结构主体或车库与裙房间的差异沉降、结构收缩变形及温度应力变形等问题,留置后浇带的方式在建筑工程中得到广泛应用。但施工中外墙后浇带只有在等待主体结构封顶,沉降稳定后才能浇筑,且基础才能停止降水。因此,在保证基础的稳定性和主体结构能顺利施工的前提下,如何对后浇带外墙进行超前止水处理,并达到基础提前停止降水和及时回填土的目的,已成为工程技术人员不断探讨研究的课题。 In the process of modern engineering construction, in order to solve the problems of differential settlement between the main body of the structure or the garage and the podium, structural shrinkage deformation and temperature stress deformation, the method of leaving post-pouring tape is widely used in construction projects. However, during construction, the post-cast belt of the outer wall can only be poured after the main structure is capped and the settlement is stable, and the foundation can stop dewatering. Therefore, on the premise of ensuring the stability of the foundation and the smooth construction of the main structure, how to carry out advanced water-stop treatment on the outer wall of the post-casting belt, and achieve the purpose of stopping the precipitation in advance and backfilling the soil in time has become a constant issue for engineers and technicians. Discuss the topic of research.

申请号为201210166861.8的对比文件1公开了一种后浇带外墙防水处理结构,外墙在后浇带位置设有止水条,所述外墙外侧对应后浇带位置固定一固定板,所述固定板外侧覆盖一附加防水层,解决工程场地狭小,局部不能做外防水及回填的技术问题,但是由于后浇带附加防水层容易被回填土等弄破,进而墙外水层很容易通过后浇带缝隙渗入到止水条中,这样止水条长时间处于浸泡状态,将影响其使用寿命。申请号为201510032618.0的对比文件2公开了一种带弹性止水条的后浇带外墙封堵结构,通过在后浇带对应外侧位置固定一固定盖板,同时在地下室外墙与预制盖板之间设置橡胶止水带,及时进行地下室外围回填土工作,保证基础的稳定和主体结构顺利施工,需要提前将外墙后浇带进行封堵,但是该方案预制盖板之间的缝隙无防水措施容易漏水,且遇水膨胀止水带固定在后浇带外墙的外表面其防水效果并不理想。专利号为ZL201320576436.6的对比文件3公开了一种地下建筑物后浇带的封堵结构,通过将预制板排放于后浇带的外侧,连接件连接预制板与后浇带预留钢筋,并将找平层抹在预制板外侧,施工方便、减少安全隐患、减少后期费用,但是该方案预制盖板与后浇带外墙间的缝隙没有防水处理,容易漏水,因此该措施防堵效果差、抗渗防水能力差。 Reference document 1 with the application number 201210166861.8 discloses a post-cast exterior wall waterproof treatment structure. The exterior wall is provided with a water-stop strip at the position of the post-cast strip, and a fixed plate is fixed on the outer side of the exterior wall corresponding to the position of the post-cast strip. An additional waterproof layer is covered on the outside of the fixed plate to solve the technical problem that the project site is narrow and cannot be waterproofed and backfilled locally. However, the additional waterproof layer of the post-pouring belt is easily broken by the backfill, and the water layer outside the wall is easy to pass through. The gaps of the post-casting tape penetrate into the water-stop strip, so that the water-stop strip is soaked for a long time, which will affect its service life. The reference document 2 with the application number 201510032618.0 discloses a post-cast outer wall sealing structure with elastic water-stop strips. A fixed cover is fixed at the corresponding outer position of the post-cast strip, and at the same time, the outer wall of the basement and the prefabricated cover are fixed. Set up rubber waterstops in between, and carry out the backfilling work around the basement in time to ensure the stability of the foundation and the smooth construction of the main structure. It is necessary to seal the rear pouring belt of the outer wall in advance, but the gaps between the prefabricated cover plates of this scheme are not waterproof The measures are prone to water leakage, and the water-swelling waterstop is fixed on the outer surface of the outer wall of the post-casting belt, and its waterproof effect is not ideal. The comparative document 3 with the patent number ZL201320576436.6 discloses a sealing structure for the post-casting belt of underground buildings. By discharging the prefabricated slabs on the outside of the post-casting belt, the connectors connect the prefabricated slabs and the reserved steel bars for the post-casting belt. And put the leveling layer on the outside of the prefabricated slab, which is convenient for construction, reduces safety hazards, and reduces later costs. However, the gap between the prefabricated cover slab and the outer wall of the post-casting belt is not waterproof, and it is easy to leak water. Therefore, the anti-blocking effect of this measure is poor. , Poor impermeability and waterproof ability.

发明内容 Contents of the invention

本实用新型要解决的技术问题是,针对现有技术存在的上述不足,提供一种后浇带外墙超前止水处理结构,避免了为后浇带外墙所额外增加的超前止水构造,施工方便、劳动强度低、工作效率高,防堵效果显著、抗渗防水能力强,能够提前停止降水,降低施工成本。 The technical problem to be solved by the utility model is to provide an advanced water-stop treatment structure for the outer wall of the post-casting belt in view of the above-mentioned deficiencies in the prior art, which avoids the additional advanced water-stopping structure for the outer wall of the post-casting belt, The construction is convenient, the labor intensity is low, the work efficiency is high, the anti-blocking effect is remarkable, the anti-seepage and waterproof ability is strong, the precipitation can be stopped in advance, and the construction cost is reduced.

本实用新型为解决上述技术问题所采用的技术方案是: The technical scheme that the utility model adopts for solving the problems of the technologies described above is:

一种后浇带外墙超前止水处理结构,外墙上设置后浇带,该止水处理结构至少包括止水钢板、防腐剂、遇水膨胀止水条和麻丝沥青,止水钢板焊接在后浇带位置,防腐剂、遇水膨胀止水条和麻丝沥青分层铺设在紧贴后浇带的外墙外表面。 An advanced water-stop treatment structure for the exterior wall of post-pouring belt, in which post-casting strip is set on the exterior wall, the water-stop treatment structure at least includes water-stop steel plate, anti-corrosion agent, water-swellable water-stop strip and hemp asphalt, and the water-stop steel plate is welded At the position of the post-casting belt, the preservative, water-swellable water-stop strip and hemp asphalt are layered and laid on the outer surface of the outer wall close to the post-casting belt.

按上述方案,所述止水钢板沿着外墙中心线竖直焊接,止水钢板两端成弯折面、且弯折面朝向墙外。 According to the above solution, the water-stop steel plate is welded vertically along the center line of the outer wall, and the two ends of the water-stop steel plate form a bent surface, and the bent surface faces outside the wall.

按上述方案,所述遇水膨胀止水条绑扎在紧贴后浇带的15cm~20cm位置范围的外墙外表面。 According to the above scheme, the water-swellable water-stop strip is bound on the outer surface of the outer wall at a position range of 15 cm to 20 cm close to the post-casting tape.

按上述方案,所述遇水膨胀止水条表面并列铺设两块木方,木方的外表面用螺栓固定。 According to the above scheme, two wooden squares are laid side by side on the surface of the water-expandable water-stop strip, and the outer surfaces of the wooden squares are fixed with bolts.

按上述方案,所述麻丝沥青填塞并压实在遇水膨胀止水条与外墙外表皮之间的缝隙中。 According to the above scheme, the hemp asphalt is filled and compacted in the gap between the water-swellable water-stop strip and the outer skin of the outer wall.

按上述方案,该止水处理结构还包括预制盖板、防水砂浆和卷材,待铺设在外墙外表面的麻丝沥青凝固后,在地下室外墙与后浇带外侧铺设预制盖板,预制盖板与外墙之间通过防水砂浆作端部连接,同时在预制盖板之间的板缝外侧铺设一道卷材。 According to the above scheme, the water-stop treatment structure also includes prefabricated cover plates, waterproof mortar and coiled materials. After the hemp asphalt laid on the outer surface of the outer wall is solidified, the prefabricated cover plates are laid on the outside of the basement outer wall and the post-casting belt. The prefabricated cover The end connection between the board and the outer wall is made of waterproof mortar, and at the same time, a coil is laid on the outside of the board seam between the prefabricated cover boards.

按上述方案,所述卷材采用3mm厚500mm宽的SBS卷材。 According to the above scheme, the coiled material is an SBS coiled material with a thickness of 3 mm and a width of 500 mm.

本实用新型后浇带外墙超前止水处理结构的施工工序,包括如下步骤: The construction procedure of the advanced water-stop treatment structure of the post-pouring belt outer wall of the utility model includes the following steps:

S1、待外墙的水平钢筋及竖向钢筋绑扎完毕,在后浇带位置焊接止水钢板,止水钢板沿着外墙中心线竖直焊接,且止水钢板的弯折面应朝向墙外; S1. After the horizontal steel bars and vertical steel bars of the outer wall are bound, weld the water-stop steel plate at the position of the post-casting belt. The water-stop steel plate is welded vertically along the center line of the outer wall, and the bending surface of the water-stop steel plate should face outside the wall. ;

S2、在紧贴后浇带的15cm~20cm位置范围的外墙外水平钢筋外表面,分别绑扎遇水膨胀止水条,并在遇水膨胀止水条表面并列铺设两块木方,木方的外表面用螺栓固定; S2. Bind the water-expandable water-stop strips on the outer surface of the horizontal steel bars outside the external wall within the range of 15cm~20cm close to the post-casting belt, and lay two pieces of wood side by side on the surface of the water-expandable water-stop strips. The outer surface is fixed with bolts;

S3、待外墙混凝土浇筑完毕并养护完毕到期后,抽出遇水膨胀止水条表面的木方,此时在水平钢筋、竖向钢筋与外墙外表皮之间的缝隙内填塞麻丝沥青,将该外墙处的水平钢筋表面涂刷三道防腐剂,最后用麻丝沥青将遇水膨胀止水条与外墙外表皮之间的缝隙填塞并压实; S3. After the concrete pouring of the exterior wall is completed and the maintenance period is complete, the wooden square on the surface of the water-swelling water-stop strip is pulled out, and at this time, the gap between the horizontal steel bar, the vertical steel bar and the outer skin of the outer wall is filled with hemp asphalt , brush the surface of the horizontal reinforcement at the outer wall with three coats of preservative, and finally fill and compact the gap between the water-swellable water-stop strip and the outer skin of the outer wall with hemp asphalt;

S4、待麻丝沥青凝固后,在外墙与后浇带外侧铺设预制盖板,预制盖板与外墙之间用防水砂浆作端部连接,同时在预制盖板之间的板缝外侧铺设一道卷材(以防止外侧水通过预制盖板的板缝渗入地下室)。 S4. After the hemp asphalt is solidified, lay a prefabricated cover plate on the outside of the outer wall and the post-casting belt. The prefabricated cover plate and the outer wall are connected with waterproof mortar at the end. Membranes (to prevent outside water from penetrating into the basement through the slab seams of the prefabricated slab).

与现有技术相比,本实用新型的有益效果是: Compared with the prior art, the beneficial effects of the utility model are:

1、与传统地下室外墙超前止水相比,本实用新型打破了传统的地下室外墙超前止水实施过程中,需要在外墙后浇带的外部特意额外增加一道超前止水结构凸起构造物的措施,从而大大减少了支模、绑钢筋、浇筑混凝土等施工工艺,降低了劳动强度、提高了工作效率、大大减少了施工工期; 1. Compared with the traditional advanced waterproofing of the basement exterior wall, this utility model breaks the traditional method of advanced waterproofing of the basement exterior wall. In the implementation process, it is necessary to add an additional convex structure of the advanced waterproofing structure on the outside of the rear pouring belt of the exterior wall. The measures, thus greatly reducing the construction techniques such as supporting formwork, binding steel bars, and pouring concrete, reducing labor intensity, improving work efficiency, and greatly reducing the construction period;

2、采用本实用新型超前止水处理结构,由于在外墙外皮表面增加了麻丝沥青和遇水膨胀止水条两道防水结构,两道超前防水处理结构的存在,有效的保证了在外墙后浇带浇筑之前,地下水不能通过后浇带缝隙渗入到地下室内,从而达到了能够提前停止基础降水,大大降低施工成本的目的,防堵效果显著、抗渗防水能力强; 2. Adopting the advanced water-stop treatment structure of the utility model, since two waterproof structures of hemp asphalt and water-swellable water-stop strips are added on the surface of the outer skin of the outer wall, the existence of the two advanced waterproof treatment structures effectively ensures that Before the pouring belt is poured, the groundwater cannot penetrate into the basement through the gaps of the post-casting belt, so that the foundation precipitation can be stopped in advance, and the construction cost can be greatly reduced. The anti-blocking effect is remarkable, and the anti-seepage and waterproof ability is strong;

3、本实用新型超前止水处理结构安装、拆卸都非常方便易行,待外墙钢筋绑扎完毕,只需在紧贴后浇带的15cm~20cm位置范围的外墙外竖向钢筋外表面用螺栓、木方遮挡固定,待混凝土浇筑养护到期后,便可进行涂刷防腐剂、填塞麻丝沥青等工序的施工; 3. The installation and disassembly of the advanced water-stop treatment structure of the utility model are very convenient and easy. After the reinforcement of the outer wall is bound, it is only necessary to use the outer surface of the vertical reinforcement of the outer wall in the range of 15cm~20cm close to the post-casting belt. The bolts and wooden squares are covered and fixed. After the concrete pouring and curing expires, the construction can be carried out in the process of painting antiseptics and filling hemp asphalt;

4、采用的螺栓和木方都是工地现成的材料,不用特意加工,因此避免了材料的浪费,节约了工程成本。 4. The bolts and wooden squares used are all ready-made materials on the construction site, and no special processing is required, thus avoiding the waste of materials and saving engineering costs.

附图说明 Description of drawings

图1为本实用新型后浇带外墙超前止水处理结构的示意图; Fig. 1 is the schematic diagram of the advanced water-stop treatment structure of the post-pouring belt outer wall of the utility model;

图2为本实用新型后浇带外墙超前止水处理结构的施工平面布置图; Fig. 2 is the construction layout drawing of the advanced water-stop treatment structure of the post-pouring belt outer wall of the utility model;

图中,1-外墙,2-后浇带,3-竖向钢筋,4-水平钢筋,5-止水钢板,6-预制盖板,7-防水砂浆,8-防腐剂,9-遇水膨胀止水条,10-麻丝沥青,11-卷材。 In the figure, 1-external wall, 2-post-pouring belt, 3-vertical steel bar, 4-horizontal steel bar, 5-waterproof steel plate, 6-prefabricated cover plate, 7-waterproof mortar, 8-preservative, 9-environment Water-swellable waterstop, 10- hemp asphalt, 11- membrane.

具体实施方式 detailed description

下面结合附图和实施例对本实用新型进行详细说明。 The utility model is described in detail below in conjunction with accompanying drawing and embodiment.

参照图1所示,本实用新型所述的后浇带外墙超前止水处理结构,外墙1上设置后浇带2,该止水处理结构至少包括止水钢板5、防腐剂8、遇水膨胀止水条9和麻丝沥青10,止水钢板5焊接在后浇带2位置,防腐剂8、遇水膨胀止水条9和麻丝沥青10分层铺设在紧贴后浇带2的外墙1外表面。 Referring to Fig. 1, in the post-casting outer wall advanced water-stop treatment structure described in the utility model, the post-casting belt 2 is arranged on the outer wall 1, and the water-stop treatment structure includes at least a water-stop steel plate 5, a preservative 8, and a water-stop treatment structure. Water-swellable water-stop strip 9 and hemp asphalt 10, water-stop steel plate 5 welded on post-pouring belt 2, preservative 8, water-swelling water-stop strip 9 and hemp-asphalt 10 are laid in layers on post-pouring belt 2 1 outer surface of the outer wall.

止水钢板5沿着外墙1中心线竖直焊接,止水钢板5两端成弯折面、且弯折面朝向墙外。 The waterproof steel plate 5 is vertically welded along the center line of the outer wall 1, and the two ends of the waterproof steel plate 5 form a bent surface, and the bent surface faces outside the wall.

遇水膨胀止水条9绑扎在紧贴后浇带2的15cm~20cm位置范围的外墙1外表面,遇水膨胀止水条9表面并列铺设两块木方,木方的外表面用螺栓固定。 The water-swellable water-stop strip 9 is bound on the outer surface of the outer wall 1 within the range of 15cm to 20cm close to the post-casting tape 2, and two pieces of wood are laid side by side on the surface of the water-swellable water-stop strip 9, and the outer surface of the wood is bolted. fixed.

麻丝沥青10填塞并压实在遇水膨胀止水条9与外墙1外表皮之间的缝隙中。 The hemp asphalt 10 is filled and compacted in the gap between the water-swellable water-stop strip 9 and the outer skin of the outer wall 1 .

该止水处理结构还包括预制盖板6、防水砂浆7和卷材11,待铺设在外墙1外表面的麻丝沥青10凝固后,在地下室外墙1与后浇带2外侧铺设预制盖板6,预制盖板6与外墙1之间采用防水砂浆7作端部连接,同时在预制盖板6之间的板缝外侧铺设一道卷材11。 The water-stop treatment structure also includes a prefabricated cover plate 6, waterproof mortar 7 and coiled material 11. After the hemp asphalt 10 laid on the outer surface of the outer wall 1 is solidified, the prefabricated cover plate is laid on the outside of the basement outer wall 1 and the post-casting belt 2. 6. Waterproof mortar 7 is used as the end connection between the prefabricated cover 6 and the outer wall 1, and a roll material 11 is laid on the outside of the joint between the prefabricated cover 6 at the same time.

以地下室外墙为例说明,施工平面布置图如图2所示,本实用新型后浇带外墙超前止水处理结构的施工工序,包括如下步骤: Taking the outer wall of the basement as an example, the construction layout is shown in Figure 2. The construction process of the post-cast outer wall advanced water-stop treatment structure of the utility model includes the following steps:

S1、待外墙1的水平钢筋4及竖向钢筋3绑扎完毕,在后浇带2位置焊接止水钢板5,止水钢板5沿着外墙1中心线竖直焊接,且止水钢板5的弯折面应朝向墙外; S1. After the horizontal steel bar 4 and vertical steel bar 3 of the outer wall 1 are bound, weld the water-stop steel plate 5 at the position of the post-casting belt 2. The water-stop steel plate 5 is welded vertically along the center line of the outer wall 1, and the water-stop steel plate 5 The bent surface of the wall should face outward;

S2、在紧贴后浇带2的15cm~20cm位置范围的外墙1外水平钢筋4外表面,分别绑扎遇水膨胀止水条9,并在遇水膨胀止水条9表面并列铺设两块40×100mm的木方,木方的外表面用螺栓固定; S2. Bind the water-swellable water-stop strips 9 on the outer surface of the horizontal steel bars 4 outside the outer wall 1 within the range of 15cm~20cm close to the post-casting belt 2, and lay two pieces side by side on the surface of the water-swellable water-stop strips 9 40×100mm wooden square, the outer surface of the wooden square is fixed with bolts;

S3、待外墙1混凝土浇筑完毕并养护完毕到期后,抽出遇水膨胀止水条9表面的木方,此时在水平钢筋4、竖向钢筋3与外墙外表皮之间的缝隙内填塞麻丝沥青10,将该外墙1处的水平钢筋4表面涂刷三道防腐剂8,最后用麻丝沥青10将遇水膨胀止水条9与外墙1外表皮之间的缝隙填塞并压实; S3. After the concrete pouring of the outer wall 1 is completed and the maintenance is completed, the wooden square on the surface of the water-expandable water-stop strip 9 is pulled out, and at this time, it is in the gap between the horizontal steel bar 4, the vertical steel bar 3 and the outer skin of the outer wall. Fill the hemp asphalt 10, paint the surface of the horizontal reinforcement 4 at the outer wall 1 with three coats of preservative 8, and finally use the hemp asphalt 10 to fill the gap between the water-swellable water-stop strip 9 and the outer skin of the outer wall 1 and compact;

S4、待麻丝沥青10凝固后,在外墙1与后浇带2外侧铺设预制盖板6,预制盖板6与外墙1之间用防水砂浆7作端部连接,同时在预制盖板6之间的板缝外侧铺设一道3mm厚500mm宽的SBS卷材11,以防止外侧水通过预制盖板6的板缝渗入地下室。 S4. After the hemp asphalt 10 is solidified, lay a prefabricated cover 6 on the outer side of the outer wall 1 and the post-casting belt 2, and use waterproof mortar 7 as the end connection between the prefabricated cover 6 and the outer wall 1. At the same time, the prefabricated cover 6 A 3mm thick and 500mm wide SBS coiled material 11 is laid on the outside of the slab seam between them to prevent outside water from penetrating into the basement through the slab seam of the prefabricated cover plate 6 .

以上所述的仅为本实用新型的较佳实施例而已,当然不能以此来限定本实用新型之权利范围,因此依本实用新型申请专利范围所作的等效变化,仍属本实用新型的保护范围。 The above is only a preferred embodiment of the utility model, and of course the scope of rights of the utility model cannot be limited with this, so the equivalent changes made according to the patent scope of the utility model still belong to the protection of the utility model scope.

Claims (7)

1. 一种后浇带外墙超前止水处理结构,外墙上设置后浇带,其特征在于,该止水处理结构至少包括止水钢板、防腐剂、遇水膨胀止水条和麻丝沥青,止水钢板焊接在后浇带位置,防腐剂、遇水膨胀止水条和麻丝沥青分层铺设在紧贴后浇带的外墙外表面。 1. An advanced water-stop treatment structure for the outer wall of post-pouring belt, and a post-casting belt is arranged on the outer wall, and it is characterized in that the water-stop treatment structure includes at least water-stop steel plate, anti-corrosion agent, water-swellable water-stop strip and hemp silk Asphalt and water-stop steel plates are welded at the position of the post-cast tape, and antiseptic, water-swellable water-stop strips and hemp asphalt are laid in layers on the outer surface of the outer wall that is close to the post-cast tape. 2.根据权利要求1所述的后浇带外墙超前止水处理结构,其特征在于,所述止水钢板沿着外墙中心线竖直焊接,止水钢板两端成弯折面、且弯折面朝向墙外。 2. The advanced water-stop treatment structure of the post-casting outer wall according to claim 1, characterized in that the water-stop steel plate is welded vertically along the center line of the outer wall, and the two ends of the water-stop steel plate form a bent surface, and The bent side faces out of the wall. 3.根据权利要求1所述的后浇带外墙超前止水处理结构,其特征在于,所述遇水膨胀止水条绑扎在紧贴后浇带的15cm~20cm位置范围的外墙外表面。 3. The advanced water-stop treatment structure for the outer wall of the post-casting belt according to claim 1, wherein the water-swellable water-stopping strip is bound on the outer surface of the outer wall at a position range of 15 cm to 20 cm close to the post-casting belt . 4.根据权利要求3所述的后浇带外墙超前止水处理结构,其特征在于,所述遇水膨胀止水条表面并列铺设两块木方,木方的外表面用螺栓固定。 4. The advanced water-stop treatment structure for the outer wall of post-pouring belt according to claim 3, characterized in that two wooden cubes are laid side by side on the surface of the water-expandable water-stop strip, and the outer surface of the wooden cubes is fixed with bolts. 5.根据权利要求1所述的后浇带外墙超前止水处理结构,其特征在于,所述麻丝沥青填塞并压实在遇水膨胀止水条与外墙外表皮之间的缝隙中。 5. The advanced water-stop treatment structure of the post-casting outer wall according to claim 1, characterized in that the hemp asphalt is filled and compacted in the gap between the water-swellable water-stop strip and the outer skin of the outer wall . 6.根据权利要求1所述的后浇带外墙超前止水处理结构,其特征在于,该止水处理结构还包括预制盖板、防水砂浆和卷材,待铺设在外墙外表面的麻丝沥青凝固后,在地下室外墙与后浇带外侧铺设预制盖板,预制盖板与外墙之间通过防水砂浆作端部连接,同时在预制盖板之间的板缝外侧铺设一道卷材。 6. The advanced water-stop treatment structure for post-casting exterior wall according to claim 1, characterized in that, the water-stop treatment structure also includes prefabricated cover plates, waterproof mortar and coiled materials, and hemp silk to be laid on the outer surface of the exterior wall After the asphalt is solidified, a prefabricated cover is laid on the outside of the basement exterior wall and the post-casting belt. The end connection between the prefabricated cover and the exterior wall is made of waterproof mortar, and a coil is laid on the outside of the joint between the prefabricated cover. 7.根据权利要求6所述的后浇带外墙超前止水处理结构,其特征在于,所述卷材采用3mm厚500mm宽的SBS卷材。 7 . The advanced water-stop treatment structure for post-cast exterior walls according to claim 6 , wherein the coiled material is an SBS coiled material with a thickness of 3 mm and a width of 500 mm.
CN201620514731.2U 2016-05-31 2016-05-31 A kind of post-cast strip exterior wall advanced water-stopping processes structure Expired - Fee Related CN205839811U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862928A (en) * 2016-05-31 2016-08-17 中国冶集团有限公司 Post-cast strip outer wall in-advance water stopping treatment structure and construction process thereof
CN114457852A (en) * 2022-01-17 2022-05-10 中国五冶集团有限公司 Basement exterior wall post-cast strip U-shaped concrete precast slab plugging method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862928A (en) * 2016-05-31 2016-08-17 中国冶集团有限公司 Post-cast strip outer wall in-advance water stopping treatment structure and construction process thereof
CN114457852A (en) * 2022-01-17 2022-05-10 中国五冶集团有限公司 Basement exterior wall post-cast strip U-shaped concrete precast slab plugging method

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