CN116005953A - Template and method for elevator well construction - Google Patents
Template and method for elevator well construction Download PDFInfo
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- CN116005953A CN116005953A CN202310182651.6A CN202310182651A CN116005953A CN 116005953 A CN116005953 A CN 116005953A CN 202310182651 A CN202310182651 A CN 202310182651A CN 116005953 A CN116005953 A CN 116005953A
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- 238000010276 construction Methods 0.000 title claims abstract description 42
- 238000000034 method Methods 0.000 title claims abstract description 11
- 239000000178 monomer Substances 0.000 claims description 63
- 238000009415 formwork Methods 0.000 claims description 53
- 239000000758 substrate Substances 0.000 claims description 42
- 238000005452 bending Methods 0.000 claims description 30
- 230000002787 reinforcement Effects 0.000 claims description 12
- 125000006850 spacer group Chemical group 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000003754 machining Methods 0.000 abstract 2
- 230000000750 progressive effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 8
- 238000000465 moulding Methods 0.000 description 6
- 238000003032 molecular docking Methods 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本发明涉及井道支护模具技术领域,具体涉及一种用于电梯井道施工的模板及方法。The invention relates to the technical field of shaft support molds, in particular to a template and method for elevator shaft construction.
背景技术Background technique
模板工程里电梯井道通过支模后浇筑的方式成型,因此,电梯井道的支护模板施工质量要求尤为重要,目前模板工地大多采用木模散拼方式,现场加工时,尺寸精度差、井道内材料多空间小施展不开、加固难、支拆过于复杂,很容易造成胀模错台,井道内腔净尺寸及对角方正度差,影响电梯井道的施工质量。在完成支模后,因井道模板浇注混凝土后对井道模板产生环型压力,把模板接缝处边与边全部压紧,没有一点缝隙,造成模板拆除困难,每次周转施工时需要将加固件及竖方全部取下,周转至施工层又要全部组装,费时费力;在周转后,导致每层支模浇筑后因误差导致电梯井道内壁不平整,成型质量参差不齐。In the formwork engineering, the elevator shaft is formed by pouring after supporting the formwork. Therefore, the construction quality requirements for the supporting formwork of the elevator shaft are particularly important. At present, most of the formwork sites use wooden formwork scattered. When processing on site, the dimensional accuracy is poor and the materials in the shaft Multiple spaces are too small to be deployed, reinforcement is difficult, and support and dismantling are too complicated, which can easily cause the expansion mold to be wrong, and the net size and diagonal squareness of the inner cavity of the hoistway are poor, which affects the construction quality of the elevator hoistway. After the completion of the formwork, because the hoistway formwork will produce a ring pressure on the wellway formwork after the concrete is poured, all the edges and edges of the formwork joints will be pressed tightly without any gaps, making it difficult to remove the formwork. It takes time and effort to remove all the vertical cubes and turnaround to the construction layer. After the turnaround, the inner wall of the elevator shaft is uneven due to errors after the formwork is poured on each layer, and the molding quality is uneven.
目前采用金属模板进行施工时,能够通过螺栓连接等方式来降低尺寸精度,但本质上仍属于散拼的施工方式,尤其对于狭窄的电梯井道内,模板不便进行拼接、加固及拆除操作,散拼的模板不便进行转运,不同层之间的施工相互独立,不便保证施工的精度及成型的质量。At present, when metal formwork is used for construction, the dimensional accuracy can be reduced by means of bolt connection, etc., but it is still a loose construction method in essence, especially for narrow elevator shafts, it is inconvenient to splice, reinforce and dismantle the formwork. It is inconvenient to transfer the templates, and the construction of different layers is independent of each other, which is inconvenient to ensure the accuracy of construction and the quality of molding.
发明内容Contents of the invention
本发明的目的是针对现有技术存在的缺陷,提供一种用于电梯井道施工的模板及方法,能够利用带有弯折结构的单体进行拼接,保证电梯井道内底角位置的成型精度,利用凸部和凹部的结合完成相邻单体的对接,降低连接操作难度以提高施工拆装效率,降低散拼模板造成的误差,提高施工精度及成型质量。The purpose of the present invention is to provide a formwork and method for the construction of the elevator shaft in view of the defects in the prior art, which can be spliced using monomers with a bent structure to ensure the forming accuracy of the inner bottom corner of the elevator shaft. The combination of convex and concave parts is used to complete the docking of adjacent monomers, reduce the difficulty of connection operations to improve the efficiency of construction disassembly, reduce errors caused by loose formwork, and improve construction accuracy and molding quality.
本发明的第一目的是提供一种用于电梯井道施工的模板,采用以下方案:The first purpose of the present invention is to provide a formwork for elevator shaft construction, adopting the following scheme:
包括单体和紧固件,单体的侧边沿位置设有凸部或凹部,凸部/凹部能够与相邻单体的侧边沿位置的凹部/凸部对接拼合,凸部能够抵压于待对接拼合的凹部;紧固件扣合于对接拼合的凹部和凸部,并施加保持对接拼合后凹部和凸部位置的约束力。It includes a single body and a fastener. The side edge of the single body is provided with a convex part or a concave part. The concave part of the butt splicing; the fastener is fastened to the concave part and the convex part of the butt splicing, and exerts a constraint force to maintain the position of the concave part and the convex part after the butt splicing.
进一步地,所述单体包括基板和条形块,条形块安装于基板边沿后结合基板共同形成凹部或凸部,基板为弯折板,弯折线的两侧分别对应贴合电梯井道内壁相邻的两个侧面。Further, the monomer includes a base plate and a bar block, the bar block is installed on the edge of the base plate and combined with the base plate to form a concave or convex portion together, the base plate is a bent plate, and the two sides of the bending line correspond to the inner wall of the elevator shaft respectively. adjacent two sides.
进一步地,所述基板为90°弯折板,基板的弯折线用于贴合电梯井道的底角,条形块的轴线平行于基板的弯折线。Further, the base plate is a 90° bending plate, the bending line of the base plate is used to fit the bottom corner of the elevator shaft, and the axis of the strip block is parallel to the bending line of the base plate.
进一步地,所述凹部对应的第一条形块缩于基板的边沿内,第一条形块上设有承载凸部抵压的第一倾斜面,第一倾斜面与基板边沿之间形成呈钝角的凹形结构,成为凹部。Further, the first bar-shaped block corresponding to the concave part shrinks in the edge of the substrate, and the first bar-shaped block is provided with a first inclined surface that bears the pressure of the convex part. A concave structure with an obtuse angle becomes a concave portion.
进一步地,所述凸部对应的第二条形块部分探出基板边沿外,形成凸出于基板的凸形结构,成为凸部;第二条形块的探出部分上设有抵压凹部的第二倾斜面。Further, the part of the second strip block corresponding to the protrusion protrudes out of the edge of the substrate to form a convex structure protruding from the substrate, becoming a protrusion; the protruding part of the second strip block is provided with a pressing recess the second inclined plane.
进一步地,所述紧固件包括卡扣和对拉杆,卡扣扣合于对接拼合后的凹部与凸部之上,且对凹部和凸部进行半包围,对拉杆通过张紧件抵接于卡扣。Further, the fastener includes a buckle and a tie rod, the buckle is fastened on the concave part and the convex part after butt jointing, and half surrounds the concave part and the convex part, and the tie rod is abutted against by the tension member. buckle.
进一步地,所述单体上设有供对拉杆穿过的避让结构,避让结构开设在凹部和凸部上。Further, the single body is provided with an avoidance structure through which the pair of pull rods pass, and the avoidance structure is set on the concave part and the convex part.
进一步地,所述紧固件还包括垫块,垫块位于凸部或凹部一侧,垫块结合对接拼合后的凹部和凸部共同嵌入卡扣内。Further, the fastener further includes a spacer, which is located on one side of the convex portion or the concave portion, and the spacer is embedded in the buckle together with the concave portion and the convex portion after butt jointing.
本发明的第二目的是提供一种利用如第一目的所示用于电梯井道施工的模板的工作方法,包括:The second object of the present invention is to provide a working method utilizing formwork for elevator shaft construction as shown in the first object, comprising:
依据电梯井道尺寸配置单体的尺寸及数目;Configure the size and number of monomers according to the size of the elevator shaft;
多个单体吊运至电梯井道内,单体的弯折线与电梯井道内壁的底角贴合,单体的侧面与电梯井道内壁的侧面贴合;Multiple units are hoisted into the elevator shaft, the bending line of the unit fits with the bottom corner of the inner wall of the elevator shaft, and the side of the unit fits with the side of the inner wall of the elevator shaft;
相邻单体的边沿通过凸部与凹部对接拼合,于对接拼合位置安装紧固件;The edges of the adjacent monomers are butted and spliced by the convex part and the concave part, and the fastener is installed at the butt spliced position;
支模完成后浇筑、养护,待养护完成后拆除单体并吊运至下一施工层重复使用。After the formwork is completed, it is poured and maintained. After the maintenance is completed, the monomer is removed and lifted to the next construction layer for reuse.
进一步地,在电梯井道内的紧固件安装完成后,安装加固联接件使紧固件连接为整体,在拆模时先拆除加固联接件。Further, after the installation of the fasteners in the elevator shaft is completed, the reinforcement couplings are installed so that the fasteners are connected as a whole, and the reinforcement couplings are removed first when the formwork is removed.
与现有技术相比,本发明具有的优点和积极效果是:Compared with prior art, the advantages and positive effects that the present invention has are:
(1)针对目前电梯井道内模具不便进行支护和加固以及成型精度和质量不足的问题,能够利用带有弯折结构的单体进行拼接,保证电梯井道内底角位置的成型精度,利用凸部和凹部的结合完成相邻单体的对接,降低连接操作难度以提高施工拆装效率,降低散拼模板造成的误差,提高施工精度及成型质量。(1) In view of the current problems of inconvenient support and reinforcement of the mold in the elevator shaft and insufficient molding accuracy and quality, it is possible to use the single body with a bending structure for splicing to ensure the molding accuracy of the inner bottom corner of the elevator shaft. The combination of the upper part and the concave part completes the docking of adjacent monomers, reduces the difficulty of connection operation to improve the efficiency of construction disassembly, reduces the error caused by loose formwork, and improves construction accuracy and molding quality.
(2)卡扣的形状与对接拼合后条形块组合形状适配,卡扣覆盖在条形块远离基板的一侧,同时卡扣还卡合在条形块的侧面,以约束凸部和凹部的拼合状态,避免凸部和凹部的松动、脱离。(2) The shape of the buckle is adapted to the combined shape of the bar block after butt jointing. The buckle covers the side of the bar block away from the substrate, and the buckle is also engaged on the side of the bar block to constrain the convex part and The combined state of the concave part avoids the loosening and detachment of the convex part and the concave part.
(3)对第一条形块和第二条形块共同施加紧固件,既能够沿垂直于基板方向施加紧固力,抵抗浇注时混凝土向电梯井道方向的压力,又能够利用斜面作用沿平行于基板方向施加紧固力,抵抗浇注混凝土时沿电梯井道壁水平方向的膨胀力,维持模具的稳定性。(3) Applying fasteners to the first strip block and the second strip block together can not only apply a fastening force in the direction perpendicular to the base plate, resist the pressure of the concrete towards the elevator shaft during pouring, but also use the action of the inclined plane to The fastening force is applied parallel to the direction of the base plate, resisting the expansion force along the horizontal direction of the elevator shaft wall when pouring concrete, and maintaining the stability of the mold.
附图说明Description of drawings
构成本发明的一部分的说明书附图用来提供对本发明的进一步理解,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。The accompanying drawings constituting a part of the present invention are used to provide a further understanding of the present invention, and the schematic embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute improper limitations to the present invention.
图1为本发明实施例1和2中用于电梯井道施工的模板的示意图。Fig. 1 is a schematic diagram of a formwork used for elevator shaft construction in
图2为本发明实施例1和2中第一单体连接第二单体的示意图。Fig. 2 is a schematic diagram of the connection of the first monomer to the second monomer in Examples 1 and 2 of the present invention.
图3为本发明实施例1和2中带有第一条形块的基板的示意图。FIG. 3 is a schematic diagram of the substrate with the first strip block in
图4为本发明实施例1和2中带有第一条形块的基板的端面示意图。Fig. 4 is a schematic diagram of the end faces of the substrate with the first strip block in
图5为本发明实施例1和2中对拉杆的结构示意图。Fig. 5 is a schematic structural view of the tie rods in
图6为本发明实施例1和2中卡扣的结构示意图。Fig. 6 is a schematic structural diagram of buckles in
图7为本发明实施例1和2中带有第二条形块的基板的示意图。Fig. 7 is a schematic diagram of a substrate with a second strip block in
图8为本发明实施例1和2中带有第二条形块的基板的端面示意图。Fig. 8 is a schematic diagram of the end face of the substrate with the second strip block in
图9为本发明实施例1和2中多个单体安装于井道内的示意图。Fig. 9 is a schematic diagram of multiple monomers installed in the hoistway in
其中,1.第一单体,2.对拉杆,3.卡扣,4.第二单体,5.第一条形块,6.第二条形块,7.基板,8.垫板,9.预留槽,10.第一倾斜面,11.第二倾斜面,12.电梯井道,13.第三单体,14.第四单体。Among them, 1. The first unit, 2. The tie rod, 3. Buckle, 4. The second unit, 5. The first bar, 6. The second bar, 7. Base plate, 8. Backing plate , 9. Reserved groove, 10. The first inclined surface, 11. The second inclined surface, 12. The elevator shaft, 13. The third unit, 14. The fourth unit.
具体实施方式Detailed ways
实施例1Example 1
本发明的一个典型实施例中,如图1-图9所示,给出一种用于电梯井道施工的模板。In a typical embodiment of the present invention, as shown in Figures 1-9, a formwork for elevator shaft construction is provided.
模板工程中电梯井内的模板施工质量要求尤为重要,在施工时由于井道内材料多、空间小不便进行操作,导致加固困难,容易造成胀模错台,影响井道内腔净尺寸以及对角方正度;传统模板施工需要进行复杂的加固,在支模时和拆模时都会受井道狭小空间的影响而不便施工,导致支模效率和拆模效率低,影响施工效率。In the formwork engineering, the formwork construction quality requirements in the elevator shaft are particularly important. During the construction, due to the large amount of materials in the shaft and the small space, it is inconvenient to operate, resulting in difficulty in reinforcement, which is likely to cause wrong expansion of the mold, affecting the net size of the inner cavity of the shaft and the squareness of the diagonal ; Traditional formwork construction requires complex reinforcement, which is affected by the narrow space of the well when the formwork is set up and removed, which makes it inconvenient for construction, resulting in low efficiency of formwork support and formwork removal, which affects construction efficiency.
基于此,本实施例中给出一种用于电梯井道施工的模板,通过相邻单体边沿的凸部抵压在凹部实现配合拼装,单体为L形弯折板,从而保证对角方正度,结合加固件组装形成模板系统,方便进行周转施工;配合拼装位置倾斜面形成拔模斜度,能够在解除紧固件后方便拆模,紧固件对边沿的凸部和凹部进行锁紧,提高支模后的稳定性。Based on this, this embodiment provides a formwork for the construction of the elevator shaft. The convex part on the edge of the adjacent monomer is pressed against the concave part to realize the cooperative assembly. The monomer is an L-shaped bent plate, so as to ensure that the diagonal is square. degree, combined with reinforcements to form a formwork system, which is convenient for turnover construction; with the inclined surface of the assembly position, the draft angle is formed, which can facilitate the removal of the formwork after the fastener is released, and the fastener locks the convex and concave parts of the edge , to improve the stability of the formwork.
下面,结合附图对上述用于电梯井道施工的模板进行详细说明。Below, the above-mentioned formwork used for elevator shaft construction will be described in detail with reference to the accompanying drawings.
参见图1,用于电梯井道施工的模板主要包括多块单体,常见的电梯井道12截面为正方形或长方形,对于同一高度的电梯井道12区域,配置四块单体进行对角安装,形成支撑电梯井道12内壁的模板。Referring to Figure 1, the formwork used for the construction of the elevator shaft mainly includes multiple monomers. The common section of the
单体包括基板7和条形块,基板7作为单体的主体结构,为L形弯折板,条形块安装在基板7的边沿,本实施例中指出的单体的边沿位置是指沿电梯井道12周向上单体的边沿,以基板7的弯折线为基准,垂直于弯折线且远离弯折线的一端即为基板7的边沿。沿弯折线延伸方向为基板7的长度方向,垂直于弯折线且与弯折板平面平行的方向为宽度方向。基板7的形状与电梯井道12内壁的形状相适应。The monomer includes a
四块单体对应四块基板7,相邻单体进行对接结构设计,对应的基板7边沿设有条形块,对接结构分为凹部和凸部,凹部和凸部能够进行对接拼合。条形块预先固定在基板7上,同一基板7的两个边沿位置可以同时配置凹部或凸部,也可以一个边沿配置凹部、另一个边沿配置凸部。根据所围绕形成支护模板来确定,建立相邻单体之间的堆积拼合关系。The four monomers correspond to the four
凹部对应的第一条形块5整体缩于基板7的边沿内,第一条形块5上设有相邻且呈锐角分布的第一倾斜面10和第一底面,如图4所示,第一条形块5的第一底面贴合基板7,第一倾斜面10朝向待对接的另一单体。由于第一条形块5与其所连接基板7的边沿留有一定的距离,因此,第一倾斜面10与基板7的边沿之间形成呈钝角的凹形结构,成为凹部。The first bar-shaped
对于凸部,其对应的第二条形块6一侧连接基板7,另一侧探出基板7的边沿外,如图8所示,第二条形块6上设有相邻且呈钝角分布的第二倾斜面11和第二底面,第二条形块6的第二底面贴合基板7,第二倾斜面11朝向待对接的另一单体。由于第二条形块6部分探出其所连接基板7的边沿,因此,形成凸出于基板7的凸形结构,成为凸部。For the convex part, one side of the corresponding second bar-shaped
在相邻单体的凸部和凹部配合后,凹部的第一条形块5的第一倾斜面10与凹部的第二条形块6的第二倾斜面11相贴合,从而利用倾斜面拼装组合成180°。如图1所示,第一单体1的凹部与第二单体4的凸部进行对接拼合,第一条形块5对应的基板7边沿能够与第二条形块6对应的基板7边沿贴合,在拼装时,先将带有凹部的单体安装就位,然后将对应带有凸部的单体沿垂直于第一条形块5的底面方向移动,使凸部垂直抵压在凹部上。After the protrusions and recesses of adjacent monomers are matched, the first
凹部和凸部组装后能够形成拔模斜度,在支模时,对第一条形块5和第二条形块6共同施加紧固件,既能够沿垂直于基板7方向施加紧固力,抵抗浇注时混凝土向电梯井道12方向的压力,又能够利用斜面作用沿平行于基板7方向施加紧固力,抵抗浇注混凝土时沿电梯井道12内壁水平方向的膨胀力,维持模具的稳定性。After the concave part and the convex part are assembled, a draft angle can be formed. When the mold is supported, the fasteners are applied to the
本实施例中,对条形块进行对接拼合一侧的结构进行设计,而对于条形块另一侧的结构,不做更多的要求。条形块远离对接拼合的一侧可以采用如图1所示的垂直平面,使条形块整体呈直角梯形截面;也可以使条形块远离对接拼合的一侧采用倾斜面,使得条形块截面呈四边形,配置倾斜面的角度与第一倾斜面10、第二倾斜面11相等,则可以使条形块截面呈等腰梯形或平行四边形。In this embodiment, the structure on one side of the bar block is designed for butt splicing, and no more requirements are made on the structure on the other side of the bar block. The side of the bar block away from the butt joint can adopt a vertical plane as shown in Figure 1, so that the bar block as a whole has a right-angled trapezoidal cross section; it is also possible to make the side of the bar block away from the butt joint use an inclined surface, so that the bar block The section is quadrilateral, and the angle of the configuration inclined surface is equal to the first
紧固件包括卡扣3和对拉杆2,卡扣3扣合在对接拼合后的条形块上,对拉杆2一端穿过卡扣3和单体后连接电梯井道12另一侧的模板,通过在对拉杆2上设置张紧件来紧固单体。The fastener includes a
如图1所示,在调整条形块的截面形状后,紧固件的卡扣3做相应的适配,卡扣3的形状与对接拼合后条形块组合形状适配,卡扣3覆盖在条形块远离基板7的一侧,同时卡扣3还卡合在条形块的侧面,以约束凸部和凹部的拼合状态,避免凸部和凹部的松动、脱离。As shown in Figure 1, after adjusting the cross-sectional shape of the strip block, the
卡扣3的结构呈凹字形,如图6所示,能够卡合在将两个单体拼合后的凹部和凸部上。卡扣3能够在对拉杆2施加压力时保持其形状,从而将对拉杆2的压力通过条形块施加到基板7上,从而抵抗混凝土施加的压力。The structure of the
对于第一条形块5和第二条形块6拼合后的宽度与卡扣3不适配的情况,可以在第一条形块5或第二条形块6的侧面增加垫板8,增加宽度使卡扣3配合稳定,保证卡扣3对沿平行于基板7方向的约束力。For the situation that the combined width of the
需要指出的是,凹部和凸部沿条形块的轴向分布,条形块沿电梯井道12的竖直方向上分布,同时与基板7平行布置,在基板7竖直方向两端预留其他结构的配合位置后,条形块在两个配合位置之间通长布置,增加凹部和凸部的配合范围,提高加固作用以减少胀模问题。It should be pointed out that the recesses and protrusions are distributed along the axial direction of the strip blocks, and the strip blocks are distributed along the vertical direction of the
沿条形块的轴向上,配合多个紧固件,从多点对单体的拼接位置进行加固,如图2所示;为了方便对拉杆2穿过单体,在待安装对拉杆2的单体上设置预留孔或预留槽9,如图3和图7所示,并且预留孔或预留槽9在单体的条形块上也有分布,以条形块形成的凹部和凸部对接位置作为加固重点区域,避免在此位置产生胀模错台。Along the axial direction of the strip block, cooperate with multiple fasteners to reinforce the splicing position of the monomer from multiple points, as shown in Figure 2; in order to facilitate the
对拉杆2可以采用螺杆,如图5所示,一端连接有限位挡板,另一端能够与张紧件配合,张紧件可以采用螺母,调节螺母在螺杆上的位置,从而改变限位挡板与螺母的间距,达到夹紧模板的目的。A screw can be used for the
另一方面,如图9所示,为方便在电梯井道12内进行单体的拆装,对单体端部设置的条形块进行配置,以带有电梯井道12门的一边为前面,远离电梯井道12门的一边为后面,与电梯井道12门一边相邻的两条边为侧面;第一单体1两侧边沿均为凹部,第一单体1的基板7的弯折线贴合于电梯井道12后面的一个底角,该弯折线两侧的基板7分别贴合后面和一个侧面;第二单体4一侧边沿为凸部、另一侧边沿为凹部,第二单体4的基板7的弯折线贴合于电梯井道12后面的另一个底角,该弯折线两侧的基板7分别贴合后面和另一个侧面,第二单体4的凸部与第一单体1的凹部在电梯井道12的后面上对接。On the other hand, as shown in Figure 9, in order to facilitate the disassembly and assembly of the monomer in the
第三单体13与第四单体14的一侧边沿设置凸部,第三单体13的基板7的弯折线贴合于电梯井道12前面的一个底角,该弯折线两侧的基板7分别贴合前面和一个侧面,第三弹体的凸部与第二单体4的凹部在电梯井道12的一个侧面上对接;第四单体14的基板7的弯折线贴合于电梯井道12前面的另一个底角,该弯折线分别贴合前面和另一个侧面,第四单体14的凸部与第一单体1的凹部在电梯井道12的另一个侧面上对接。A side edge of the
需要说明的是,四个单体均为L形结构,对应电梯井道12底角的位置为单体的基板7预先弯折的结构,可以通过此预先弯折的结构来保证电梯井道12内腔成型后的对角方正度。四个单体对接拼合后,形成对电梯井道12内腔的支护模板,支护模板外圈的形状与待浇注的电梯井道12的内壁形状相同。It should be noted that the four monomers are all L-shaped structures, and the position corresponding to the bottom corner of the
在实际使用时,单体的条形块可以与基板7预先连接,在工厂内定制生产,对应凹部的条形块的倾斜面与对应凸部的条形块的倾斜面相适应,两个条形块拼装后组装达到180°自然形成拔模斜度,再用紧固件加固后,单体对应的基板7拼合形成一个完整的平面。同层单体在电梯井道12内布置完成后,然后通过L形或U型加固联接件把电梯井道12中紧固件连为整体,提高单体所形成支护模板的强度。In actual use, the single bar block can be pre-connected with the
四个L形的单体对应电梯井道12的底角安装,电梯井道12的底角为阴角,然后把紧固件按照设计好的方式,使用张紧件与单体组装为一体,锁紧穿墙螺杆,建立单体形成的内模板与电梯井道12的外模板之间的连接,等浇注完混凝土养护完成后拔出穿墙螺杆。The four L-shaped monomers are installed corresponding to the bottom corners of the
在拆模时,先拆除带有凸部的第三单体13,然后依次拆除第二单体4、第四单体14和第一单体1,原则是先装后拆,后装先拆。When removing the formwork, first remove the
L形的单体端部的凸部形成拔模斜度,同时,L形的单体的尺寸小于电梯井道12的水平宽度和水平长度,拆除后的四块单体均能够汇拢在电梯井道12内,然后于电梯井道12内吊装至下一施工层,重复上一层的拼装方式周转使用。The convex portion at the end of the L-shaped monomer forms a draft angle, and at the same time, the size of the L-shaped monomer is smaller than the horizontal width and length of the
实施例2Example 2
本发明的另一典型实施方式中,如图1-图9所示,给出一种工作方法。In another typical implementation of the present invention, as shown in Fig. 1-Fig. 9, a working method is provided.
利用如实施例1中所述的用于电梯井道施工的模板,包括:Utilize the formwork that is used for elevator hoistway construction as described in
依据电梯井道12尺寸配置单体的尺寸及数目;Configure the size and number of monomers according to the size of the
多个单体吊运至电梯井道12内,单体的弯折线与电梯井道12内壁的底角贴合,单体的侧面与电梯井道12内壁的侧面贴合;A plurality of monomers are hoisted into the
相邻单体的边沿通过凸部与凹部对接拼合,于对接拼合位置安装紧固件;The edges of the adjacent monomers are butted and spliced by the convex part and the concave part, and the fastener is installed at the butt spliced position;
支模完成后浇筑、养护,待养护完成后拆除单体并吊运至下一施工层重复使用。After the formwork is completed, it is poured and maintained. After the maintenance is completed, the monomer is removed and lifted to the next construction layer for reuse.
结合实施例1,对于水平截面呈正方形或长方形的电梯井道12,为方便在电梯井道12内进行单体的拆装,对单体端部设置的条形块进行配置,以带有电梯井道12门的一边为前面,远离电梯井道12门的一边为后面,与电梯井道12门一边相邻的两条边为侧面。In conjunction with
第一单体1两侧边沿均为凹部,第一单体1的基板7的弯折线贴合于电梯井道12后面的一个底角,该弯折线两侧的基板7分别贴合后面和一个侧面;第二单体4一侧边沿为凸部、另一侧边沿为凹部,第二单体4的基板7的弯折线贴合于电梯井道12后面的另一个底角,该弯折线两侧的基板7分别贴合后面和另一个侧面,第二单体4的凸部与第一单体1的凹部在电梯井道12的后面上对接。The edges on both sides of the
第三单体13与第四单体14的一侧边沿设置凸部,第三单体13的基板7的弯折线贴合于电梯井道12前面的一个底角,该弯折线两侧的基板7分别贴合前面和一个侧面,第三弹体的凸部与第二单体4的凹部在电梯井道12的一个侧面上对接;第四单体14的基板7的弯折线贴合于电梯井道12前面的另一个底角,该弯折线分别贴合前面和另一个侧面,第四单体14的凸部与第一单体1的凹部在电梯井道12的另一个侧面上对接。A side edge of the
在拆模时,先拆除带有凸部的第三单体13,然后依次拆除第二单体4、第四单体14和第一单体1,原则是先装后拆,后装先拆。When removing the formwork, first remove the
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2071536C1 (en) * | 1993-03-10 | 1997-01-10 | Нижегородская государственная архитектурно-строительная академия | Mobile shuttering |
CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
CN205976467U (en) * | 2016-08-11 | 2017-02-22 | 山东新活新材料科技有限公司 | Modular aluminum alloy building templates |
CN210530334U (en) * | 2019-06-21 | 2020-05-15 | 广西谊科建筑技术发展有限公司 | Easily-disassembled building template structure |
CN212428068U (en) * | 2020-01-22 | 2021-01-29 | 广西建工集团建筑工程总承包有限公司 | Vertical narrow and small space wall form |
CN214575728U (en) * | 2021-04-16 | 2021-11-02 | 广州市快易模板工程有限公司 | Split type seam leak protection thick liquid fast-assembling is from wall structure of taking floor reentrant corner template |
CN216787845U (en) * | 2022-02-16 | 2022-06-21 | 成都建工第六建筑工程有限公司 | Fastening clamp |
CN217420503U (en) * | 2022-06-02 | 2022-09-13 | 湖南五新建筑科技有限公司 | Tool type cast-in-place beam formwork system |
-
2023
- 2023-02-24 CN CN202310182651.6A patent/CN116005953A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2071536C1 (en) * | 1993-03-10 | 1997-01-10 | Нижегородская государственная архитектурно-строительная академия | Mobile shuttering |
CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
CN205976467U (en) * | 2016-08-11 | 2017-02-22 | 山东新活新材料科技有限公司 | Modular aluminum alloy building templates |
CN210530334U (en) * | 2019-06-21 | 2020-05-15 | 广西谊科建筑技术发展有限公司 | Easily-disassembled building template structure |
CN212428068U (en) * | 2020-01-22 | 2021-01-29 | 广西建工集团建筑工程总承包有限公司 | Vertical narrow and small space wall form |
CN214575728U (en) * | 2021-04-16 | 2021-11-02 | 广州市快易模板工程有限公司 | Split type seam leak protection thick liquid fast-assembling is from wall structure of taking floor reentrant corner template |
CN216787845U (en) * | 2022-02-16 | 2022-06-21 | 成都建工第六建筑工程有限公司 | Fastening clamp |
CN217420503U (en) * | 2022-06-02 | 2022-09-13 | 湖南五新建筑科技有限公司 | Tool type cast-in-place beam formwork system |
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