CN208122298U - A kind of whole formwork system for structure missing layer - Google Patents
A kind of whole formwork system for structure missing layer Download PDFInfo
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- CN208122298U CN208122298U CN201820330938.3U CN201820330938U CN208122298U CN 208122298 U CN208122298 U CN 208122298U CN 201820330938 U CN201820330938 U CN 201820330938U CN 208122298 U CN208122298 U CN 208122298U
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- 238000009415 formwork Methods 0.000 title claims abstract description 66
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- 230000009194 climbing Effects 0.000 abstract description 43
- 230000002441 reversible effect Effects 0.000 abstract description 12
- 238000004064 recycling Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 9
- 238000009434 installation Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000009435 building construction Methods 0.000 description 3
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Abstract
本实用新型公开了一种用于结构缺失层的整体模架体系，包括安装于结构缺失层的下一楼层上的附着固定装置，以及安装于建筑的永久结构和附着固定装置上的爬升模架；所述附着固定装置包括若干个置于结构缺失层的下一楼层上、且顶部带有外伸牛腿的竖向钢立柱，以及若干个一一对应置于外伸牛腿上的拉结三角钢；所述爬升模架顶部设有可翻转踏板，且在所述爬升模架顶部、位于所述可翻转踏板一侧设有吊装机构；本实用新型的优点在于，采用附着固定装置为爬升模架多次爬升过程中提供临时的支撑和受力点，实现了爬升模架在结构缺失层的有效固定；并在爬升模架的顶部设置可翻转踏板和吊装机构，实现了附着固定装置的自吊装和循环利用。
The utility model discloses an integral formwork system for a structure-missing floor, comprising an attachment and fixing device installed on the next floor of the structure-missing floor, and a climbing formwork installed on the permanent structure of the building and the attachment and fixing device ; The attachment and fixing device includes several vertical steel columns placed on the next floor of the missing layer of the structure, and the top has an outstretched corbel, and several tie knots that are placed on the outstretched corbel in one-to-one correspondence Triangular steel; the top of the climbing formwork is provided with a reversible pedal, and a hoisting mechanism is provided on the top of the climbing formwork and on one side of the reversible pedal; Temporary support and stress points are provided during the multiple climbing of the formwork, which realizes the effective fixation of the climbing formwork on the missing layer of the structure; and a reversible pedal and a hoisting mechanism are set on the top of the climbing formwork to realize the attachment of the fixing device. Self-hoisting and recycling.
Description
技术领域technical field
本实用新型涉及建筑施工装备领域，尤其是涉及一种用于结构缺失层的整体模架体系。The utility model relates to the field of building construction equipment, in particular to an integral formwork system for structural missing layers.
背景技术Background technique
超高层建筑主体结构施工需要防护性能高的操作平台，整体模架体系是目前比较成熟的用于超高层建筑主体结构的施工装备，既能为工人施工提供操作空间，也能起到很好的防护作用。The construction of the main structure of super high-rise buildings requires an operating platform with high protection performance. The overall formwork system is currently a relatively mature construction equipment for the main structure of super high-rise buildings. It can not only provide operating space for workers in construction, but also play a good role protective effect.
整体模架依靠附着支座附着在建筑永久结构上，目的是为模架提供支撑和受力点，将整体模架的荷载传递到已经浇筑完成且养护好的建筑主体结构上，整体模架常用于外形规整、结构完整的建筑施工。The integral formwork is attached to the permanent structure of the building by means of the attachment support, the purpose is to provide support and stress points for the formwork, and transfer the load of the integral formwork to the main structure of the building that has been poured and maintained. The integral formwork is commonly used It is suitable for building construction with regular appearance and complete structure.
随着超高层建筑的外形和功能的不断发展，超高层建筑永久结构的某一层或者某几层可能缺失。整体模架在结构缺失层无法附着固定，会带来极大的安全问题，同时也不利于施工操作的进行，就目前而言，针对整体模架在结构缺失层的施工，没有较好的解决办法。With the continuous development of the shape and function of super high-rise buildings, a certain layer or several floors of the permanent structure of super high-rise buildings may be missing. The integral formwork cannot be attached and fixed on the missing layer of the structure, which will bring great safety problems, and is also not conducive to the construction operation. For now, there is no good solution for the construction of the integral formwork on the missing layer of the structure. Method.
发明内容Contents of the invention
本实用新型目的是：提供一种用于结构缺失层的整体模架体系，采用附着固定装置为爬升模架多次爬升过程中提供临时的支撑和受力点，实现了爬升模架在结构缺失层的有效固定；并在爬升模架的顶部设置可翻转踏板和吊装机构，实现了附着固定装置的自吊装和循环利用。The purpose of this utility model is: to provide an integral formwork system for structurally missing layers, using attachment and fixing devices to provide temporary support and stress points for the climbing formwork during multiple climbing processes, and to realize the climbing formwork in the absence of structure. The effective fixation of layers; and a reversible pedal and a hoisting mechanism are set on the top of the climbing formwork, which realizes the self-hoisting and recycling of the attached fixing device.
本实用新型的技术方案是：一种用于结构缺失层的整体模架体系，包括安装于结构缺失层的下一楼层上的附着固定装置，以及安装于建筑的永久结构和附着固定装置上的爬升模架；The technical solution of the utility model is: an integral formwork system for structurally missing floors, including an attachment and fixing device installed on the next floor of the structure missing layer, and a permanent structure and attachment and fixing device installed on the building Climbing formwork;
所述附着固定装置包括若干个置于结构缺失层的下一楼层上、且顶部带有外伸牛腿的竖向钢立柱，以及若干个一一对应置于外伸牛腿上的拉结三角钢；所述爬升模架顶部设有可翻转踏板，且在所述爬升模架顶部、位于所述可翻转踏板一侧设有吊装机构。The attachment and fixing device includes a number of vertical steel columns placed on the next floor of the structurally missing floor, with an overhanging corbel on the top, and several tie triangles placed on the overhanging corbel in one-to-one correspondence Steel; the top of the climbing formwork is provided with a reversible pedal, and a hoisting mechanism is provided on the top of the climbing formwork and on one side of the reversible pedal.
作为优选的技术方案，所述爬升模架覆盖四个楼层高度，且四个楼层分别为(n)F、(n+1)F、(n+2)F、(n+3)F，第(n+4*m)F楼层为结构缺失层，其中n、m均为正整数；同时在所述爬升模架上设有若干组上、下拉杆，其中上拉杆的上端与第(n+3)F楼层的永久结构相拉结，下拉杆的上端与第(n+1)F楼层的永久结构相拉结，且所述上拉杆和所述下拉杆的下端均与所述爬升模架固定连接。As a preferred technical solution, the climbing formwork covers the height of four floors, and the four floors are respectively (n)F, (n+1)F, (n+2)F, (n+3)F, the first The (n+4*m) F floor is a structure missing floor, wherein n and m are positive integers; simultaneously, several groups of upper and lower rods are arranged on the climbing formwork, wherein the upper end of the upper rod is connected to the (n+ 3) The permanent structure of the F floor is tied together, the upper end of the lower rod is tied with the permanent structure of the (n+1)th F floor, and the lower ends of the upper pull rod and the lower rod are connected with the climbing formwork Fixed connection.
作为优选的技术方案，在所述竖向钢立柱的内侧壁中部设有斜撑钢，所述竖向钢立柱和所述斜撑钢的底端均采用预埋螺栓与(n+3)F楼层的永久结构固定，且所述斜撑钢与所述竖向钢立柱呈45°角设置,该斜撑钢用于提高附着固定装置整体的稳定性。As a preferred technical solution, a diagonal bracing steel is provided in the middle of the inner wall of the vertical steel column, and the bottom ends of the vertical steel column and the diagonal bracing steel are all equipped with embedded bolts and (n+3)F The permanent structure of the floor is fixed, and the diagonal bracing steel and the vertical steel column are set at an angle of 45°, and the diagonal bracing steel is used to improve the overall stability of the attachment and fixing device.
作为优选的技术方案，所述附着固定装置还包括若干个架设于相邻的两竖向钢立柱顶部或相邻的永久结构框架柱和竖向钢立柱顶部的水平钢梁。As a preferred technical solution, the attachment and fixing device further includes several horizontal steel beams erected on the tops of two adjacent vertical steel columns or adjacent permanent structural frame columns and the tops of vertical steel columns.
作为优选的技术方案，所述拉结三角钢包括固定于外伸牛腿上的底板，竖直固定于底板的外侧边的拉结板，以及若干个用于连接底板和拉结板的三角形肋板，且在所述拉结板和所述三角形肋板的顶部设有连接板。As a preferred technical solution, the tie triangle steel includes a bottom plate fixed on the outstretched corbel, a tie plate vertically fixed on the outer side of the bottom plate, and several triangles for connecting the bottom plate and the tie plate rib, and a connecting plate is arranged on the top of the tie plate and the triangular rib.
作为优选的技术方案，所述吊装机构采用吊挂于所述爬升模架顶部的电动葫芦，且位于所述爬升模架顶部、并用于吊挂所述电动葫芦的钢梁采用双拼槽钢，提高钢梁的刚性性能和载重性能，防止在附着固定装置的自吊装过程中，钢梁断裂，提高电动葫芦吊装的安全性。As a preferred technical solution, the hoisting mechanism adopts an electric hoist suspended on the top of the climbing formwork, and the steel beam located on the top of the climbing formwork and used for hanging the electric hoist adopts double channel steel, Improve the rigidity and load-bearing performance of the steel beam, prevent the steel beam from breaking during the self-hoisting process of the attached fixing device, and improve the safety of the electric hoist hoisting.
本实用新型的优点是：The utility model has the advantages of:
1.本实用新型的用于结构缺失层的整体模架体系，可用于存在结构缺失层的建筑施工，采用附着固定装置为爬升模架多次爬升过程中提供临时的支撑和受力点，实现了爬升模架在结构缺失层的有效固定；并在爬升模架的顶部设置可翻转踏板和吊装机构，实现了附着固定装置的自吊装和循环利用；1. The integral formwork system of the utility model for structurally missing layers can be used in building construction with structurally missing layers, and the attachment and fixing device is used to provide temporary support and stress points for the climbing formwork during multiple climbing processes, so as to realize The effective fixation of the climbing formwork on the missing layer of the structure is achieved; and a reversible pedal and a hoisting mechanism are set on the top of the climbing formwork to realize the self-hoisting and recycling of the attached fixing device;
2.本实用新型的用于结构缺失层的整体模架体系，采用标准化构件组成的附着固定装置，且各组成部件均采用螺栓连接，便于拆装和循环使用。2. The overall formwork system for structural missing layers of the utility model adopts attachment and fixing devices composed of standardized components, and each component is connected by bolts, which is convenient for disassembly and recycling.
附图说明Description of drawings
下面结合附图及实施例对本实用新型作进一步描述：Below in conjunction with accompanying drawing and embodiment the utility model is further described:
图1为本实用新型的整体模架体系在首个结构缺失层的安装示意图；Fig. 1 is the schematic diagram of the installation of the overall formwork system of the present invention in the first missing layer of structure;
图2为本实用新型的整体模架体系在第一次爬升后的安装示意图；Fig. 2 is the installation diagram of the overall formwork system of the present invention after climbing for the first time;
图3为本实用新型的整体模架体系在第二次爬升后的安装示意图；Fig. 3 is the installation schematic diagram of the overall formwork system of the present invention after the second climb;
图4为本实用新型的整体模架体系在第三次爬升后的安装示意图；Fig. 4 is the schematic diagram of installation of the overall formwork system of the present invention after climbing for the third time;
图5为本实用新型的整体模架体系在第四次爬升后的安装示意图；Fig. 5 is the schematic diagram of installation of the overall formwork system of the present invention after the fourth climb;
图6为本实用新型的整体模架体系在第二个结构缺失层的安装示意图；Fig. 6 is a schematic diagram of the installation of the overall formwork system of the present invention in the second structural missing layer;
图7为本实用新型的附着固定装置的结构示意图；Fig. 7 is a schematic structural view of the attachment and fixing device of the present invention;
图8为本实用新型的附着固定装置与永久结构框架柱的安装俯视图；Fig. 8 is the top view of the attachment and fixing device of the present invention and the installation of the permanent structure frame column;
图9为本实用新型的附着固定装置与永久结构框架柱的安装主视图；Fig. 9 is the installation front view of the attachment and fixing device of the present invention and the permanent structure frame column;
图10为本实用新型的爬升模架的结构俯视图；Fig. 10 is a top view of the structure of the climbing formwork of the present invention;
图11为本实用新型的拉结三角钢的结构俯视图；Fig. 11 is the top view of the structure of the tie triangle steel of the present utility model;
图12为本实用新型的拉结三角钢的结构剖视图；Fig. 12 is the structural sectional view of tie triangle steel of the present utility model;
其中：1附着固定装置；12外伸牛腿，13竖向钢立柱；Among them: 1 attachment fixture; 12 outrigger corbel, 13 vertical steel column;
14拉结三角钢，141底板，142拉结板，143三角形肋板，144连接板；14 tie triangle steel, 141 base plate, 142 tie plate, 143 triangle rib plate, 144 connecting plate;
15斜撑钢，16水平钢梁；15 diagonal bracing steel, 16 horizontal steel beams;
2爬升模架，21可翻转踏板；2 climbing mold bases, 21 reversible pedals;
3吊装机构，4上拉杆，5下拉杆，6预埋螺栓，7永久结构框架柱。3 hoisting mechanism, 4 upper tie rods, 5 lower rods, 6 embedded bolts, 7 permanent structural frame columns.
具体实施方式Detailed ways
以下结合附图和具体实施例对本实用新型提出的用于结构缺失层的整体模架体系作进一步详细说明。根据下面说明和权利要求书，本实用新型的优点和特征将更清楚。需说明的是，附图均采用非常简化的形式且均使用非精准的比例，仅用以方便、明晰地辅助说明本实用新型实施例的目的。The integral formwork system for structurally missing layers proposed by the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. According to the following description and claims, the advantages and features of the utility model will be more clear. It should be noted that all the drawings are in very simplified form and use inaccurate scales, which are only used to facilitate and clearly illustrate the purpose of the embodiment of the present utility model.
实施例：参照图1、图7至图12所示，本实用新型的用于结构缺失层的整体模架体系，包括安装于结构缺失层的下一楼层上的附着固定装置1，以及安装于建筑的永久结构和附着固定装置1上的爬升模架2。Embodiment: Referring to Fig. 1, Fig. 7 to Fig. 12, the overall formwork system for the missing layer of the structure of the present invention includes an attachment and fixing device 1 installed on the next floor of the missing layer of the structure, and installed on the The permanent structure of the building and the climbing formwork 2 attached to the fixture 1.
本实用新型的爬升模架2覆盖四个楼层高度，且四个楼层分别为(n)F、(n+1)F、(n+2)F、(n+3)F，第(n+4)F楼层为首个结构缺失层，第(n+8)F楼层为第二个结构缺失层；该爬升模架2顶部设有可翻转踏板21，且在爬升模架2顶部、位于可翻转踏板21一侧设有吊装机构3(此处吊装机构3采用电动葫芦)，位于爬升模架2顶部、并用于吊挂电动葫芦的钢梁采用双拼8#槽钢加强，提高钢梁的刚性性能和载重性能，防止在附着固定装置1的自吊装过程中，钢梁断裂，提高电动葫芦吊装的安全性；同时在爬升模架2上设有若干组上、下拉杆4、5，每组上、下拉杆4、5与拉结三角钢14一一对应，其中上拉杆4的上端与第(n+3)F楼层的永久结构相拉结，下拉杆5的上端与第(n+1)F楼层的永久结构相拉结，且上拉杆4和下拉杆5的下端均与爬升模架2固定连接；本实用新型采用附着固定装置1为爬升模架2多次爬升过程中提供临时的支撑和受力点，实现了爬升模架2在结构缺失层的有效固定；并在爬升模架2的顶部设置可翻转踏板21和电动葫芦，实现了附着固定装置1的自吊装和循环利用。The climbing formwork 2 of the present utility model covers four floor heights, and the four floors are respectively (n)F, (n+1)F, (n+2)F, (n+3)F, the (n+ 4) The F floor is the first structure-missing floor, and the (n+8)th F floor is the second structure-missing floor; the top of the climbing formwork 2 is provided with a reversible pedal 21, and on the top of the climbing formwork 2, it is located in a reversible One side of the pedal 21 is provided with a hoisting mechanism 3 (here the hoisting mechanism 3 adopts an electric hoist), and the steel beam located on the top of the climbing formwork 2 and used to hang the electric hoist is reinforced with double-strand 8# channel steel to improve the rigidity of the steel beam performance and load-bearing performance, prevent the steel beam from breaking during the self-hoisting process of the attached fixing device 1, and improve the safety of the hoisting of the electric hoist; The upper and lower rods 4 and 5 correspond one-to-one to the tie triangle steel 14, wherein the upper end of the upper rod 4 is tied to the permanent structure of the (n+3)F floor, and the upper end of the lower rod 5 is connected to the (n+1)th floor. ) The permanent structure of the F floor is tied together, and the lower ends of the upper pull rod 4 and the lower rod 5 are fixedly connected with the climbing formwork 2; the utility model adopts the attachment and fixing device 1 to provide temporary The support and stress points realize the effective fixation of the climbing formwork 2 on the missing layer of the structure; and set the reversible pedal 21 and electric hoist on the top of the climbing formwork 2 to realize the self-hoisting and recycling of the attachment and fixing device 1.
本实用新型的附着固定装置1包括若干个置于结构缺失层的下一楼层上、且顶部带有外伸牛腿12的竖向钢立柱13，若干个一一对应置于外伸牛腿12上的拉结三角钢14，以及若干个架设于相邻的两竖向钢立柱13顶部或相邻的永久结构框架柱7和竖向钢立柱13顶部的水平钢梁16，同时在竖向钢立柱13的内侧壁中部设有斜撑钢15，竖向钢立柱13和斜撑钢15的底端均采用预埋螺栓6与(n+3)F楼层的永久结构固定，且斜撑钢15与竖向钢立柱13呈45°角设置,其中该斜撑钢15用于提高附着固定装置1整体的稳定性；该附着固定装置的各组件(包括拉结三角钢14与竖向钢立柱13的外伸牛腿12、水平钢梁16与永久结构框架柱7的牛腿、水平钢梁16与竖向钢立柱13、斜撑钢15与竖向钢立柱13)之间采用螺栓连接，便于拆装和循环使用。The attachment and fixing device 1 of the present utility model includes a plurality of vertical steel columns 13 placed on the next floor of the structurally missing floor and with an overhanging corbel 12 on the top. The tie triangle steel 14 on the top, and several horizontal steel beams 16 erected on the tops of two adjacent vertical steel columns 13 or adjacent permanent structure frame columns 7 and the tops of vertical steel columns 13, simultaneously on the vertical steel columns The middle part of the inner wall of the column 13 is provided with a diagonal brace steel 15, and the bottom ends of the vertical steel column 13 and the diagonal brace steel 15 are fixed with the permanent structure of the (n+3)F floor by embedded bolts 6, and the diagonal brace steel 15 It is set at an angle of 45° with the vertical steel column 13, wherein the diagonal steel 15 is used to improve the overall stability of the attachment and fixing device 1; each component of the attachment and fixing device (including the tie triangle steel 14 and the vertical steel column 13 The extended corbel 12, the horizontal steel beam 16 and the corbel of the permanent structure frame column 7, the horizontal steel beam 16 and the vertical steel column 13, the diagonal brace steel 15 and the vertical steel column 13) are connected by bolts, which is convenient Disassemble and recycle.
参照图11、图12所示，本实用新型的拉结三角钢14包括固定于外伸牛腿12上的底板141，竖直固定于底板141的外侧边的拉结板142，以及若干个用于连接底板141和拉结板142的三角形肋板143，且在拉结板142和三角形肋板143的顶部设有连接板144。Referring to Fig. 11 and shown in Fig. 12, the tie triangle steel 14 of the present utility model comprises a base plate 141 fixed on the outstretched corbel 12, a tie plate 142 vertically fixed on the outer side of the base plate 141, and several The triangular rib 143 is used to connect the bottom plate 141 and the tie plate 142 , and a connecting plate 144 is provided on the top of the tie plate 142 and the triangular rib 143 .
参照图1至图6所示，如上述的用于结构缺失层的整体模架体系的施工方法，包括如下步骤：Referring to Figures 1 to 6, the construction method of the above-mentioned integral formwork system for structurally missing layers includes the following steps:
步骤1)：将附着固定装置1采用塔吊吊装并与首个结构缺失层的下一楼层安装固定；Step 1): Hoist the attachment and fixing device 1 with a tower crane and install and fix it on the next floor of the first structural missing floor;
步骤2)：爬升模架2依靠建筑的永久结构和附着固定装置1经过四次爬升并到达第二个结构缺失层，其具体爬升步骤如下：Step 2): The climbing formwork 2 relies on the permanent structure of the building and the attachment fixture 1 to climb four times and reaches the second structural missing floor. The specific climbing steps are as follows:
步骤a)：利用上、下拉杆4、5完成爬升模架2的第一次爬升后，附着固定装置1上的拉结三角钢14位于(n+4)F楼层并与上拉杆4的顶端相拉结，下拉杆5的顶端与(n+2)F楼层上的永久结构相拉结，然后完成(n+5)F楼层的永久结构施工；Step a): After the first climb of the climbing formwork 2 is completed by using the upper and lower rods 4 and 5, the tie triangle steel 14 attached to the fixing device 1 is located on the (n+4)F floor and connected to the top of the upper rod 4 Tie each other, the top of the down rod 5 is tied with the permanent structure on the (n+2)F floor, and then complete the permanent structure construction on the (n+5)F floor;
步骤b)：利用上、下拉杆4、5完成爬升模架2的第二次爬升后，上拉杆4的顶端与第(n+5)F楼层的永久结构相拉结，下拉杆5的顶端与第(n+3)F楼层的永久结构相拉结，然后完成(n+6)F楼层的永久结构施工；Step b): After the second climb of the climbing formwork 2 is completed by using the upper and lower rods 4 and 5, the top of the upper rod 4 is tied with the permanent structure of the (n+5)F floor, and the top of the lower rod 5 Connect with the permanent structure of the (n+3)F floor, and then complete the construction of the permanent structure of the (n+6)F floor;
步骤c)：利用上、下拉杆4、5完成爬升模架2的第三次爬升后，上拉杆4的顶端与第(n+6)F楼层的永久结构相拉结，附着固定装置1上的拉结三角钢14位于(n+4)F楼层并与下拉杆5的顶端相拉结，然后完成(n+7)F楼层的永久结构施工；Step c): after the third climb of the climbing formwork 2 is completed by using the upper and lower rods 4 and 5, the top of the upper rod 4 is tied with the permanent structure of the (n+6)F floor, and attached to the fixing device 1 The tie triangle steel 14 is located at the (n+4)F floor and tied with the top of the down rod 5, and then completes the permanent structural construction of the (n+7)F floor;
步骤d)：利用上、下拉杆4、5完成爬升模架2的第四次爬升后，上拉杆4的顶端与第(n+7)F楼层的永久结构相拉结，下拉杆5的顶端与位于(n+5)F楼层的永久结构相拉结；Step d): After the fourth climb of the climbing formwork 2 is completed by using the upper and lower rods 4 and 5, the top of the upper rod 4 is tied with the permanent structure of the (n+7)F floor, and the top of the lower rod 5 tied to the permanent structure located on the (n+5)F floor;
步骤3)：拆除附着固定装置1，打开爬升模架2顶部的可翻转踏板21，利用爬升模架2顶部的吊装机构3将拆卸后的附着固定装置1吊装至爬升模架2顶部；Step 3): Remove the attachment and fixing device 1, open the reversible pedal 21 on the top of the climbing formwork 2, and use the hoisting mechanism 3 on the top of the climbing formwork 2 to hoist the disassembled attachment and fixing device 1 to the top of the climbing formwork 2;
步骤4)：在下一结构缺失层的下一楼层，即第(n+7)F楼层的永久结构上重新安装附着固定装置1，采用标准化构件组成的附着固定装置1，且各组成部件均采用螺栓连接，从而实现了附着固定装置1的自吊装和循环利用。Step 4): Reinstall the attachment and fixing device 1 on the next floor of the missing floor of the next structure, that is, on the permanent structure of the (n+7)th floor, using the attachment and fixing device 1 composed of standardized components, and each component is Bolt connection, thereby realizing the self-hoisting and recycling of the attachment and fixing device 1 .
上述实施例只为说明本实用新型的技术构思及特点，其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并据以实施，并不能以此限制本实用新型的保护范围。凡根据本实用新型精神实质所作的等效变化或修饰，都应涵盖在本实用新型的保护范围之内。The above-mentioned embodiments are only to illustrate the technical concept and characteristics of the present utility model, and its purpose is to enable those familiar with this technology to understand the content of the present utility model and implement it accordingly, and not to limit the protection scope of the present utility model. All equivalent changes or modifications made according to the spirit of the utility model shall fall within the protection scope of the utility model.
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| CN110387824A (en) * | 2019-07-12 | 2019-10-29 | 中交第二航务工程局有限公司 | A kind of Sarasota creeping formwork becomes rail construction method in the air |
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| CN108331337A (en) * | 2018-03-12 | 2018-07-27 | 上海建工建集团有限公司 | A kind of whole formwork system and its construction method for structure missing layer |
| CN110387824A (en) * | 2019-07-12 | 2019-10-29 | 中交第二航务工程局有限公司 | A kind of Sarasota creeping formwork becomes rail construction method in the air |
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