CN221896035U - Building block structure of masonry infilled wall constructional column - Google Patents
Building block structure of masonry infilled wall constructional column Download PDFInfo
- Publication number
- CN221896035U CN221896035U CN202323242125.9U CN202323242125U CN221896035U CN 221896035 U CN221896035 U CN 221896035U CN 202323242125 U CN202323242125 U CN 202323242125U CN 221896035 U CN221896035 U CN 221896035U
- Authority
- CN
- China
- Prior art keywords
- block
- masonry
- structural column
- monomer
- concrete pouring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000000178 monomer Substances 0.000 claims abstract description 39
- 239000004567 concrete Substances 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 20
- 230000002787 reinforcement Effects 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 22
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域Technical Field
本实用新型涉及建筑工程施工领域，尤其涉及一种砌体填充墙构造柱的砌块结构。The utility model relates to the field of building engineering construction, in particular to a block structure of a masonry filling wall structural column.
背景技术Background Art
建筑施工领域中，砌体填充墙砌筑是建筑施工中的一道重要环节。砌体填充墙墙体长度大于5m或者两倍墙体高度时及墙体转角位置，应在墙体中及转角处设置构造柱。现在普遍构造柱施工方式是，钢筋工安装构造柱钢筋，砌筑工再从墙体两侧开始砌筑，砌筑至构造柱位置，预留适当空间，木工对构造柱处进行模板安装。木工在进行模板安装时，通常做法是先将填充墙墙体适当位置钻孔，再安装模板，最后对拉杆穿过钻孔位置，对内外两侧模板进行固定。但是当砌体填充墙设置在电梯井、楼梯间等位置，木工通常需要在电梯井及楼梯间等位置搭设操作平台。在操作平台上作业时存在一定的安全风险，且安装构造柱模板，施工效率低下。In the field of construction, masonry infill wall construction is an important part of construction. When the length of the masonry infill wall is greater than 5m or twice the wall height and at the corner of the wall, structural columns should be set in the wall and at the corner. The current common construction method of structural columns is that the reinforcement workers install the structural column reinforcement, and the masonry workers start masonry from both sides of the wall, masonry to the position of the structural column, reserve appropriate space, and the carpenters install the template at the structural column. When carpenters install the template, they usually drill holes in the appropriate position of the infill wall, then install the template, and finally pass the tie rod through the drilling position to fix the template on both sides of the inside and outside. However, when the masonry infill wall is set in the elevator shaft, stairwell and other locations, carpenters usually need to set up operating platforms in the elevator shaft and stairwell. There are certain safety risks when working on the operating platform, and the installation of the structural column template is inefficient.
实用新型内容Utility Model Content
本实用新型的目的是提供一种砌体填充墙构造柱的砌块结构，能够代替传统的木工构造柱模板安装施工流程。采用本实用新型，施工流程简便，在砌筑作业时，同步完成相应作业，安全性、施工效率大大提升。The purpose of the utility model is to provide a block structure of a masonry infill wall structural column, which can replace the traditional woodworking structural column template installation construction process. With the utility model, the construction process is simple, and the corresponding operations are completed simultaneously during the masonry operation, which greatly improves the safety and construction efficiency.
为实现上述目的，本实用新型采用以下技术方案实现：In order to achieve the above purpose, the utility model adopts the following technical solutions:
一种砌体填充墙构造柱的砌块结构，包括砌块A、砌块B，所述砌块A和砌块B相互扣接构成一个砌块单体，所述砌块单体为中空结构，中空结构用于放置构造柱钢筋笼并浇筑混凝土，在砌块单体的两个对立面设有贯穿的混凝土浇注孔，所述混凝土浇注孔所在面为两个砌块单体在上下砌筑时的砌筑连接面，所述混凝土浇注孔的尺寸大于构造柱钢筋笼的截面尺寸。A block structure of a masonry infill wall structural column comprises a block A and a block B. The block A and the block B are interlocked to form a block unit. The block unit is a hollow structure used for placing a structural column steel cage and pouring concrete. Penetrating concrete pouring holes are provided on two opposite sides of the block unit. The surface where the concrete pouring holes are located is the masonry connection surface when two block units are laid up and down. The size of the concrete pouring hole is larger than the cross-sectional size of the structural column steel cage.
所述混凝土浇注孔在浇筑连接面的边缘位置设有凹凸状的承插连接结构，所述砌块A与砌块B的两个侧面缝通过回形挂钩结构连接。The concrete pouring hole is provided with a concave-convex socket connection structure at the edge of the pouring connection surface, and the two side seams of the building block A and the building block B are connected by a circular hook structure.
所述砌块A和砌块B的内壁上设有钢筋定位卡，所述钢筋定位卡的位置靠近混凝土浇注孔。The inner walls of the blocks A and B are provided with steel bar positioning clips, and the positions of the steel bar positioning clips are close to the concrete pouring holes.
所述砌块单体整体为矩形，在混凝土浇注孔所在面的两侧面设有预留孔洞，所述预留孔洞用于穿接拉结筋。The block unit is rectangular in shape as a whole, and is provided with reserved holes on both sides of the surface where the concrete pouring hole is located, and the reserved holes are used for passing tie bars.
所述砌块单体整体为T形，在T型砌块单体的三个端面设有预留孔洞，所述预留孔洞用于穿接拉结筋。The building block monomer is T-shaped as a whole, and reserved holes are arranged on the three end faces of the T-shaped building block monomer, and the reserved holes are used to pass through the tie bars.
所述砌块单体整体为L形，在L型砌块单体的两个端面设有预留孔洞，所述预留孔洞用于穿接拉结筋。The building block monomer is L-shaped as a whole, and reserved holes are provided on two end faces of the L-shaped building block monomer, and the reserved holes are used to pass through the tie bars.
与现有的技术相比，本实用新型的有益效果是：Compared with the existing technology, the beneficial effects of the utility model are:
1)通过本实用新型的砌块结构，可以代替传统的构造柱模板安装流程。避免了作业人员的悬空作业、高处作业，大大提高施工安全性及施工效率。1) The block structure of the utility model can replace the traditional installation process of the structural column formwork, avoiding the workers' suspended work and high-altitude work, greatly improving the construction safety and efficiency.
2)较传统施工工艺，利用本实用新型的施工难度不大，便于作业人员进行施工。2) Compared with the traditional construction technology, the construction difficulty of the utility model is not large, and it is convenient for operators to carry out construction.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本实用新型矩形砌块单体的立体结构示意图。FIG1 is a schematic diagram of the three-dimensional structure of a rectangular building block monomer of the present invention.
图2为本实用新型矩形砌块单体的砌筑面处平面示意图。FIG. 2 is a schematic plan view of the masonry surface of a rectangular building block unit of the present invention.
图3为本实用新型T形砌块单体的立体结构示意图。FIG. 3 is a schematic diagram of the three-dimensional structure of a T-shaped building block monomer of the present invention.
图4为本实用新型T形砌块单体的砌筑面处平面示意图。FIG. 4 is a schematic plan view of the masonry surface of a T-shaped building block unit of the present invention.
图5为本实用新型L形砌块单体的立体结构示意图。FIG. 5 is a schematic diagram of the three-dimensional structure of an L-shaped building block monomer of the present invention.
图6为本实用新型L形砌块单体的砌筑面处平面示意图。FIG. 6 is a schematic plan view of the masonry surface of an L-shaped building block unit of the present invention.
图7为本实用新型中上下砌块单体连接时的凹凸状的承插连接结构截面示意图。FIG. 7 is a schematic cross-sectional view of the concave-convex socket connection structure when the upper and lower building blocks are connected in the utility model.
图8为本实用新型中砌块A与砌块B的两个侧面缝通过回形挂钩结构连接的截面示意图。FIG8 is a cross-sectional schematic diagram of the two side seams of the building block A and the building block B in the present invention being connected by a circular hook structure.
图9为本实用新型构造柱钢筋定位卡的截面示意图。FIG. 9 is a schematic cross-sectional view of the structural column reinforcement positioning card of the utility model.
图中：1、预留孔洞；2、砌筑连接面；3、混凝土浇注孔在浇筑连接面的边缘位置；4、钢筋固定卡；5、侧面缝；6、拉结筋；7、构造柱钢筋笼；8、矩形砌块单体；9、T形砌块单体；10、L形砌块单体；11、上层砌块单体的凹凸状承插结构；12、下层砌块单体的凹凸状承插结构；13、砌块A的回形挂钩结构；14、砌块B的回形挂钩结构。In the figure: 1. reserved holes; 2. masonry connection surface; 3. concrete pouring hole at the edge of the pouring connection surface; 4. steel bar fixing card; 5. side seam; 6. tie bar; 7. structural column steel cage; 8. rectangular block monomer; 9. T-shaped block monomer; 10. L-shaped block monomer; 11. concave and convex socket structure of upper block monomer; 12. concave and convex socket structure of lower block monomer; 13. round hook structure of block A; 14. round hook structure of block B.
具体实施方式DETAILED DESCRIPTION
下面结合实施例对本实用新型做详细说明，但本实用新型的实施范围不仅仅限于下述的实施例。The present invention will be described in detail below in conjunction with the embodiments, but the implementation scope of the present invention is not limited to the following embodiments.
如图1-图9所示，一种砌体填充墙构造柱的砌块结构，包括砌块A、砌块B，所述砌块A和砌块B相互扣接构成一个砌块单体，所述砌块单体为中空结构，中空结构用于放置构造柱钢筋笼7并浇筑混凝土，在砌块单体的两个对立面设有贯穿的混凝土浇注孔，所述混凝土浇注孔所在面为两个砌块单体在上下砌筑时的砌筑连接面2，所述混凝土浇注孔的尺寸大于构造柱钢筋笼7的截面尺寸。As shown in Figures 1 to 9, a block structure of a masonry infill wall structural column includes a block A and a block B. The block A and the block B are interlocked to form a block unit. The block unit is a hollow structure, which is used to place a structural column steel cage 7 and pour concrete. Penetrating concrete pouring holes are provided on two opposite sides of the block unit. The surface where the concrete pouring holes are located is a masonry connection surface 2 when two block units are laid up and down, and the size of the concrete pouring hole is larger than the cross-sectional size of the structural column steel cage 7.
所述混凝土浇注孔在浇筑连接面的边缘位置3设有凹凸状的承插连接结构(如图7所示)，所述砌块A与砌块B的两个侧面缝5通过回形挂钩结构连接(如图8所示)。The concrete pouring hole is provided with a concave-convex socket connection structure at the edge position 3 of the pouring connection surface (as shown in FIG. 7 ), and the two side seams 5 of the building block A and the building block B are connected by a circular hook structure (as shown in FIG. 8 ).
所述砌块A和砌块B的内壁上设有钢筋定位卡4，所述钢筋定位卡4的位置靠近混凝土浇注孔。A steel bar positioning clip 4 is provided on the inner wall of the building block A and the building block B, and the position of the steel bar positioning clip 4 is close to the concrete pouring hole.
砌筑块单体分为三种形式：Masonry block monomers are divided into three forms:
1、砌块单体整体为矩形，在混凝土浇注孔所在面的两侧面设有预留孔洞1，所述预留孔洞1用于穿接拉结筋6。1. The block is rectangular in shape as a whole, and reserved holes 1 are provided on both sides of the surface where the concrete pouring hole is located, and the reserved holes 1 are used to pass through the tie bars 6.
2、砌块单体整体为T形，在T型砌块单体的三个端面设有预留孔洞1，所述预留孔洞1用于穿接拉结筋6。2. The building block unit is T-shaped as a whole, and reserved holes 1 are provided on the three end faces of the T-shaped building block unit, and the reserved holes 1 are used to pass the tie bars 6.
3、砌块单体整体为L形，在L型砌块单体的两个端面设有预留孔洞1，所述预留孔洞1用于穿接拉结筋6。3. The block unit is L-shaped as a whole, and reserved holes 1 are provided on the two end faces of the L-shaped block unit, and the reserved holes 1 are used to pass the tie bars 6.
一种砌体填充墙构造柱的施工方法，该方法是利用砌体填充墙构造柱的砌块结构进行施工的，具体方法如下：A construction method for a masonry infill wall structural column, the method uses a block structure of the masonry infill wall structural column for construction, and the specific method is as follows:
1)在第一层砌块底部铺设好砌筑砂浆，将砌块A的一侧砌筑连接面2置于砌筑砂浆上，将构造柱钢筋笼纵向置于砌块A的中空结构内；1) Lay masonry mortar at the bottom of the first layer of blocks, place the masonry connection surface 2 on one side of block A on the masonry mortar, and place the structural column reinforcement cage longitudinally in the hollow structure of block A;
2)将砌块B从上方装入，使砌块B的回形挂钩结构13插入砌块A的回形挂钩结构14，将砌块A和砌块B连接为一个砌块单体，此时构造柱钢筋笼7纵向置于该砌块单体的中空结构内；2) Load block B from above so that the circular hook structure 13 of block B is inserted into the circular hook structure 14 of block A, and block A and block B are connected into a single block. At this time, the structural column reinforcement cage 7 is longitudinally placed in the hollow structure of the single block;
3)将拉结筋6从预留孔洞1穿入并贯穿构造柱钢筋笼7；3) Insert the tie bars 6 from the reserved holes 1 and pass through the structural column reinforcement cage 7;
4)在砌块单体上端的砌筑连接面2上铺设好砌筑砂浆，将第二层砌块单体中的砌块A置于砌筑砂浆上，并使上层砌块单体的凹凸状承插结构11与下层砌块单体的凹凸状承插结构12相互插接，见图7；4) Lay masonry mortar on the masonry connection surface 2 at the upper end of the block monomer, place the block A in the second layer of the block monomer on the masonry mortar, and make the concave-convex socket structure 11 of the upper layer of the block monomer and the concave-convex socket structure 12 of the lower layer of the block monomer mutually plugged, see Figure 7;
5)再将第二层的砌块B与第二层的砌块A通过侧面缝5的回形挂钩结构插接，构造柱钢筋笼7纵向置于第二层砌块单体的中空结构内；5) The second layer of blocks B and the second layer of blocks A are then plugged in through the circular hook structure of the side seam 5, and the structural column reinforcement cage 7 is longitudinally placed in the hollow structure of the second layer of block monomers;
6)将拉结筋6从第二层砌块单体的预留孔洞1穿入并贯穿构造柱钢筋笼7；6) Insert the tie bars 6 from the reserved holes 1 of the second layer of masonry blocks and penetrate the structural column reinforcement cage 7;
7)重复上述操作直到砌筑完上数第二层砌块单体；7) Repeat the above steps until the second layer of blocks is completed;
8)最后一层砌块单体只砌筑砌块B或砌块A，另外一块暂时不进行砌筑，将串桶设置在砌筑好的筑砌块B或砌块A的内部，通过小型混凝土输送泵将细石混凝土浇筑进下面若干层的中空结构内，一边浇筑，一边使用小型振捣棒进行振捣，确保混凝土的密实度；8) For the last layer of masonry blocks, only masonry block B or masonry block A is laid, and the other block is not laid for the time being. The string barrel is set inside the built masonry block B or masonry block A, and the fine stone concrete is poured into the hollow structure of the following layers through a small concrete delivery pump. While pouring, a small vibrating rod is used to vibrate to ensure the density of the concrete;
9)最后一层砌块B或砌块A的相对侧采用木质模板围固，模板侧面上部开孔，再将混凝土浇筑其中。9) The opposite side of the last layer of blocks B or blocks A is enclosed by wooden formwork, holes are opened on the upper side of the formwork, and concrete is poured into it.
除构造柱外均采用普通砌块，为传统的砌筑烧结普通砖及蒸汽加压粉煤灰砌块。Except for the structural columns, ordinary blocks are used, which are traditional masonry sintered ordinary bricks and steam-pressurized fly ash blocks.
砌块A和砌块B材质为混凝土，由专业建材公司预制生产，成前后两部分拼装形式，砌块内部中空，便于构造柱钢筋笼7安装在砌块单体内，砌块单体砌筑在原构造柱预留处，并在砌块的侧面适当位置预留孔洞1。砌块的上下表面为砌筑连接面2，砌筑连接面2开设混凝土浇注孔，混凝土浇注孔在砌筑连接面的边缘处3设置凹凸状承插结构。上下层砌块单体通过凹凸状承插结构进行固定，确保上下层砌筑连接面2的区域稳定性，及保证后期构造柱混凝土浇筑时，避免混凝土漏浆。Block A and block B are made of concrete and are prefabricated by a professional building materials company. They are assembled in two parts, front and back. The blocks are hollow inside, which is convenient for the structural column reinforcement cage 7 to be installed in the block monomer. The block monomer is built in the reserved place of the original structural column, and a hole 1 is reserved at an appropriate position on the side of the block. The upper and lower surfaces of the block are masonry connection surfaces 2, and the masonry connection surface 2 is provided with a concrete pouring hole. The concrete pouring hole is provided with a concave-convex socket structure at the edge 3 of the masonry connection surface. The upper and lower block monomers are fixed by the concave-convex socket structure to ensure the regional stability of the upper and lower masonry connection surfaces 2 and to prevent concrete leakage during the later structural column concrete pouring.
在两个砌块之间的侧面连接缝处设置有回形挂钩结构。组装时，如图8所示，砌块A的回形挂钩结构13与砌块B的回形挂钩结构14上下错位插接，将两个砌块进行连接，并确保前后两部分砌块的稳定性，以及后期构造柱混凝土浇筑时，避免混凝土漏浆。A circular hook structure is provided at the side connection seam between the two blocks. During assembly, as shown in FIG8 , the circular hook structure 13 of block A and the circular hook structure 14 of block B are inserted in an offset manner up and down to connect the two blocks and ensure the stability of the front and rear blocks, and prevent concrete leakage during the later pouring of structural column concrete.
钢筋定位卡4，设置在砌块A和砌块B的内部,构造柱钢筋笼7的纵向钢筋设置在钢筋定位卡4处，避免构造柱钢筋笼7与砌块A和砌块B的内部直接接触，确保构造柱钢筋笼7的钢筋保护层厚度。The steel bar positioning card 4 is arranged inside the block A and the block B, and the longitudinal steel bars of the structural column steel cage 7 are arranged at the steel bar positioning card 4 to avoid direct contact between the structural column steel cage 7 and the inside of the block A and the block B, thereby ensuring the thickness of the steel bar protective layer of the structural column steel cage 7.
构造柱钢筋笼7，其上下两端与预留钢筋相连接。The structural column reinforcement cage 7 has its upper and lower ends connected to the reserved reinforcement.
砌筑块单体分为三种形式：矩形砌块单体8、T形砌块单体9、L形砌块单体10，上述3种形状的砌块单体根据构造柱的外形进行选择。The masonry block monomers are divided into three forms: rectangular masonry block monomers 8, T-shaped masonry block monomers 9, and L-shaped masonry block monomers 10. The above three shapes of masonry block monomers are selected according to the appearance of the structural column.
砌筑时：在砌体填充墙砌筑到构造柱处时，先将相邻普通砌块的侧面及下层砌块铺设好砌筑砂浆，再将本实用新型的砌块单体中的砌块A设置在构造柱处，确保构造柱钢筋笼7设置在砌块的内部中空区域，并使构造柱钢筋笼7的纵向钢筋在钢筋定位卡4上。将另一半砌块B通过回形挂钩结构与先前的砌块A进行连接。通过砌块单体侧面的预留孔洞1，将拉结筋6贯穿构造柱钢筋笼7。During masonry: When the masonry filling wall is built to the structural column, first lay the masonry mortar on the side and lower layer of the adjacent ordinary blocks, and then set the block A in the block unit of the utility model at the structural column, ensuring that the structural column steel cage 7 is set in the internal hollow area of the block, and the longitudinal steel bars of the structural column steel cage 7 are on the steel bar positioning card 4. The other half of the block B is connected to the previous block A through the circular hook structure. Through the reserved hole 1 on the side of the block unit, the tie bar 6 is passed through the structural column steel cage 7.
在砌筑完第一层砌块单体时，砌筑第二层砌块单体。需先将下层砌块单体的砌筑连接面2上涂抹砌筑砂浆。再将砌块单体中的砌块A砌筑在下层砌块单体上，砌筑时要将上层砌块单体的凹凸状承插结构11与下层砌块单体的凹凸状承插结构12相互插接。上下层砌块的砌筑连接面2间通过砌筑砂浆进行连接。再将砌块单体中的另一半砌块B通过回形挂钩结构与安装好的一半砌块A进行连接。同样要将上层砌块单体的凹凸状承插结构11与下层砌块单体的凹凸状承插结构12相互稳定插接，砌筑连接面2砂浆要饱满。最后重复操作上述流程，即可完成构造柱的砌筑。最后对砌块内部的中空区域进行混凝土浇筑。After the first layer of masonry blocks is built, the second layer of masonry blocks is built. The masonry mortar should be applied to the masonry connection surface 2 of the lower layer of masonry blocks first. Then the masonry block A in the masonry block is built on the lower layer of masonry blocks. During the masonry, the concave-convex socket structure 11 of the upper layer of masonry blocks and the concave-convex socket structure 12 of the lower layer of masonry blocks should be plugged into each other. The masonry connection surfaces 2 of the upper and lower layers of masonry blocks are connected by masonry mortar. Then the other half of the masonry block B in the masonry block is connected to the installed half of the masonry block A through the circular hook structure. Similarly, the concave-convex socket structure 11 of the upper layer of masonry blocks and the concave-convex socket structure 12 of the lower layer of masonry blocks should be stably plugged into each other, and the mortar on the masonry connection surface 2 should be full. Finally, repeat the above process to complete the masonry of the structural column. Finally, the hollow area inside the masonry block is poured with concrete.
本实用新型施工简便，免去构造柱模板安装流程，施工安全性高，大大提高施工效率，在砌体填充墙构造柱处施工技术领域，可广泛推广使用。The utility model discloses the ...
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323242125.9U CN221896035U (en) | 2023-11-29 | 2023-11-29 | Building block structure of masonry infilled wall constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323242125.9U CN221896035U (en) | 2023-11-29 | 2023-11-29 | Building block structure of masonry infilled wall constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221896035U true CN221896035U (en) | 2024-10-25 |
Family
ID=93129030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323242125.9U Active CN221896035U (en) | 2023-11-29 | 2023-11-29 | Building block structure of masonry infilled wall constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221896035U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117627264A (en) * | 2023-11-29 | 2024-03-01 | 中国三冶集团有限公司 | A kind of block structure and construction method of masonry infill wall construction column |
-
2023
- 2023-11-29 CN CN202323242125.9U patent/CN221896035U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117627264A (en) * | 2023-11-29 | 2024-03-01 | 中国三冶集团有限公司 | A kind of block structure and construction method of masonry infill wall construction column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104652671B (en) | Prefabricated assembly-type concrete outer-hanging wallboard fixing device and installation method | |
| CN201087480Y (en) | Prestressed concrete composite beam | |
| CN107558603B (en) | A prefabricated building structure system and its construction method | |
| CN103469825B (en) | The prefabricated water resistant template in ater-casting and mounting method | |
| CN107060071B (en) | Method for assembling houses with interlocking combined block assembly components | |
| CN108951952A (en) | Concrete filled steel tube precast shear wall plate perps connecting node and assembly method | |
| CN104532983A (en) | Steel pipe concrete composite system of building and masonry construction method thereof | |
| CN205242706U (en) | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window | |
| CN115928914A (en) | Optimal construction method for flatness and verticality of non-demolition thermal insulation formwork | |
| CN213837169U (en) | Built-in composite wall body of steel wire mesh frame insulation board of double-sided concrete diversion trench | |
| CN209891465U (en) | Assembled outer wall | |
| CN103711232A (en) | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method | |
| CN207919891U (en) | A kind of assembled partial precast part external wrapping concrete combination beam | |
| CN212248899U (en) | Prefabricated post structure of assembled concrete | |
| CN103696513A (en) | Prefabricated shear wall with crossed frame member and lightweight concrete wall bodies and connection construction method | |
| CN215519946U (en) | Wall body corner constructional column exempts from formwork construction structures | |
| CN106592818A (en) | Prefabricated shear wall and making method thereof | |
| CN214364434U (en) | Assembled constructional column suitable for prefabricated wallboard of frame construction | |
| CN206220297U (en) | Precast shear wall | |
| CN211341890U (en) | A reinforced earthquake-resistant floor slab for prefabricated slabs of existing houses | |
| CN206752693U (en) | A kind of assembled steel reinforced concrete column of stirrup encryption and post splicing node | |
| CN211286164U (en) | Self-compaction regeneration block concrete superimposed shear wall | |
| CN219451242U (en) | An energy-saving and environment-friendly hollow block with mortise and tenon structure | |
| CN117988522A (en) | An external tie wall for super-large stone statues and a construction method thereof | |
| CN212129686U (en) | A connection structure for prefabricated column of assembled concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |