CN104775550A - Pre-hoisted internal partition wallboard and building structure integrally constructed wall body system - Google Patents
Pre-hoisted internal partition wallboard and building structure integrally constructed wall body system Download PDFInfo
- Publication number
- CN104775550A CN104775550A CN201510149187.6A CN201510149187A CN104775550A CN 104775550 A CN104775550 A CN 104775550A CN 201510149187 A CN201510149187 A CN 201510149187A CN 104775550 A CN104775550 A CN 104775550A
- Authority
- CN
- China
- Prior art keywords
- inner partition
- partition plate
- window
- hole
- plate
- 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.)
- Granted
Links
- 238000005192 partition Methods 0.000 title claims abstract description 325
- 239000004567 concrete Substances 0.000 claims abstract description 121
- 238000010276 construction Methods 0.000 claims abstract description 37
- KDLHZDBZIXYQEI-UHFFFAOYSA-N Palladium Chemical compound [Pd] KDLHZDBZIXYQEI-UHFFFAOYSA-N 0.000 claims description 80
- 239000000463 material Substances 0.000 claims description 47
- 229910052763 palladium Inorganic materials 0.000 claims description 40
- 238000002955 isolation Methods 0.000 claims description 39
- 239000004570 mortar (masonry) Substances 0.000 claims description 33
- 239000007787 solid Substances 0.000 claims description 32
- 239000011440 grout Substances 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 210000001503 joint Anatomy 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims 12
- 229910052573 porcelain Inorganic materials 0.000 claims 12
- 238000007569 slipcasting Methods 0.000 claims 3
- 238000003032 molecular docking Methods 0.000 claims 2
- 230000010412 perfusion Effects 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 6
- 238000009415 formwork Methods 0.000 abstract description 5
- 229910052685 Curium Inorganic materials 0.000 description 29
- NIWWFAAXEMMFMS-UHFFFAOYSA-N curium atom Chemical compound [Cm] NIWWFAAXEMMFMS-UHFFFAOYSA-N 0.000 description 27
- 229910000831 Steel Inorganic materials 0.000 description 23
- 239000010959 steel Substances 0.000 description 23
- 238000009434 installation Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000003513 alkali Substances 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
本发明公开了一种预吊装内隔墙板与建筑结构一体化施工墙体体系。本发明是以轻骨料混凝土在工厂内预制成空心墙体板材,施工时预先吊装、拼装,作为填充墙体并兼做现浇混凝土墙体(或柱)侧模及现浇混凝土梁底模,与现浇混凝土结构整体浇筑在一起的建筑内隔墙技术。本技术省去墙体砌筑、抹灰施工工序,将大幅提高填充墙部分的施工效率,节省建筑工程的整体工期;使建筑内隔墙墙体与建筑现浇混凝土结构结合为一个有机整体,提高了建筑内隔墙墙体的抗震性能;解决了建筑内隔墙墙体与混凝土结构之间裂缝的质量问题;降低了内隔墙墙体部分的荷载,降低了工程的综合造价。
The invention discloses a construction wall system integrated with a pre-hanging inner partition board and a building structure. The present invention prefabricates hollow wall panels with lightweight aggregate concrete in the factory, hoisting and assembling them in advance during construction, and serves as a filling wall and also serves as a cast-in-place concrete wall (or column) side form and a cast-in-place concrete beam bottom Formwork, the technology of building internal partition walls that are integrally poured together with the cast-in-place concrete structure. This technology saves the construction process of wall masonry and plastering, greatly improves the construction efficiency of the filling wall part, and saves the overall construction period of the construction project; it makes the building's internal partition wall and the building's cast-in-place concrete structure combined into an organic whole, The anti-seismic performance of the internal partition wall of the building is improved; the quality problem of the crack between the internal partition wall and the concrete structure is solved; the load of the internal partition wall part is reduced, and the comprehensive cost of the project is reduced.
Description
技术领域: Technical field:
本发明涉及建筑物轻质内隔墙技术领域,具体地讲是预吊装内隔墙板与建筑结构一体化施工墙体体系,主要用于建筑物的内隔墙系统。 The invention relates to the technical field of lightweight interior partition walls of buildings, in particular to a construction wall system integrated with pre-hanging interior partition wall panels and building structures, which is mainly used for interior partition wall systems of buildings.
背景技术: Background technique:
随着房地产、建筑市场的发展,建筑工程现场施工质量难于控制、技术劳动力日渐缺乏、湿作业多、工期长、成本高等等的弊端越来越显现出来,建筑工业化、产业化的呼声越来越高。 With the development of the real estate and construction markets, the disadvantages of construction site construction quality being difficult to control, technical labor shortage, wet work, long construction period, and high cost are becoming more and more apparent. The voice of construction industrialization and industrialization is becoming more and more high.
现有的建筑物内隔墙主要材料是加气混凝土砌块,施工工艺是:在钢筋混凝土结构完成后,砌筑加气混凝土砌块墙体,然后再两面抹灰;另外还有后安装的预制墙板技术,即在混凝土结构完成后进行预制墙板的安装。 The main material of the existing building interior partition wall is aerated concrete block, and the construction technology is: after the reinforced concrete structure is completed, the aerated concrete block wall is built by masonry, and then plastered on both sides; in addition, there are post-installation Prefabricated wall panel technology, that is, the installation of prefabricated wall panels after the completion of the concrete structure.
上述加气混凝土砌块建筑内隔墙做法存在现场作业量大、需要双面抹灰、对技术工人要求高、效率低、工期长、综合造价高等缺点,后安装的预制墙板技术存在安装难度大,工人劳动强度大,安装费用高,墙板间连接节点、墙板与混凝土结构连接节点强度低、易开裂等缺点。 The method of the above-mentioned internal partition wall of the aerated concrete block building has the disadvantages of large amount of on-site work, double-sided plastering, high requirements for skilled workers, low efficiency, long construction period, and high comprehensive cost. The post-installation prefabricated wall panel technology is difficult to install Large, labor-intensive workers, high installation costs, joints between wall panels, wall panels and concrete structure joints have low strength, easy to crack and other shortcomings.
发明内容: Invention content:
本发明的目的是克服上述已有技术的不足,而提供一种预吊装内隔墙板与建筑结构一体化施工墙体体系,主要解决现有的加气混凝土砌块建筑内隔墙技术施工效率低、需要抹灰、对技术工人要求高、工期长、综合造价高、内隔墙与混凝土结构之间裂缝,后安装的预制墙板技术安装难度大、工人劳动强度大、安装费用高、墙板间连接节点、墙板与混凝土结构连接节点强度低、易开裂等问题。 The purpose of the present invention is to overcome the deficiencies of the above-mentioned prior art, and provide a kind of pre-hanging inner partition wall board and building structure integrated construction wall system, which mainly solves the construction efficiency of the existing aerated concrete block building inner partition wall technology Low, plastering is required, high requirements for skilled workers, long construction period, high overall cost, cracks between the inner partition wall and the concrete structure, difficult technical installation of prefabricated wall panels installed later, high labor intensity, high installation costs, and The joints between the boards, the joints between the wall board and the concrete structure are low in strength and easy to crack.
本发明的技术方案是:预吊装内隔墙板与建筑结构一体化施工墙体体系,其特殊之处在于,由预吊装内隔墙板、插接钢筋、端头堵孔盘、顶部隔离软垫、板间连接钯锔子筋、注浆料组成; The technical solution of the present invention is: pre-installed inner partition wall board and building structure integrated construction wall system. Pads, connecting palladium curium bars between boards, and grouting materials;
所述的预吊装内隔墙板包括标准预吊装内隔墙板、门窗侧预吊装内隔墙板、门窗顶或窗下预吊装内隔墙板、转角预吊装内隔墙板; The pre-installed inner partition wall panels include standard pre-installed inner partition wall panels, pre-installed inner partition wall panels on the side of doors and windows, pre-installed inner partition wall panels on the top of doors and windows or under windows, and pre-installed inner partition wall panels on corners;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板及插接钢筋、端头堵孔盘、顶部隔离软垫、板间连接钯锔子筋、注浆料形成了预吊装内隔墙板底部与混凝土结构连接构造、预吊装内隔墙板顶部与混凝土结构连接构造、预吊装内隔墙板侧面与混凝土结构连接构造、预吊装内隔墙板直角连接构造、预吊装内隔墙板T型连接构造、预吊装内隔墙板间一字型连接构造;所述的门窗侧预吊装内隔墙板、门窗顶或窗下预吊装内隔墙板及插接钢筋、端头堵孔盘、顶部隔离软垫、板间连接钯锔子筋、注浆料形成了门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造、窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造;上述组成部件及构造均为在混凝土结构浇筑之前吊装、拼装而成; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the pre-installed inner partition wall panels and plug-in steel bars, end plugging discs, top isolation cushions, palladium curium bars connecting panels, and grouting The material forms the connection structure between the bottom of the pre-hoisted interior partition wall and the concrete structure, the connection structure between the top of the pre-hoisted interior partition wall and the concrete structure, the connection structure between the side of the pre-hoisted interior partition wall and the concrete structure, and the right-angle connection of the pre-hoisted interior partition wall Structure, T-shaped connection structure of pre-installed inner partition panels, one-line connection structure between pre-installed inner partition panels; pre-installed inner partition panels on the side of doors and windows, pre-installed inner partition panels on the top of doors and windows or under windows and Inserting steel bars, end plugging discs, top isolation cushions, palladium curium bars connecting panels, and grouting materials form the connection structure between the pre-installed inner partition wall panels on the door and window sides and the pre-installed inner partition wall panels on the top of the doors and windows, and the window side The connection structure between the pre-hoisted inner partition board and the pre-hoisted inner partition board under the window; the above components and structures are all hoisted and assembled before the concrete structure is poured;
所述的标准预吊装内隔墙板包括墙体实心层,墙体实心层内设加强网片,墙体实心层的中间有贯通孔洞,墙板侧面设有凹槽并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔,墙板顶端设有吊装环; The standard pre-installed inner partition wall panel includes a solid wall layer, a reinforcing mesh is arranged in the solid wall layer, a through hole is provided in the middle of the solid wall layer, and grooves are provided on the side of the wall panel and are evenly spaced for the wall. The inter-panel locking oblique hole is connected by grouting between the panels, and the top of the wall panel is provided with a hoisting ring;
所述的门窗侧预吊装内隔墙板包括墙体实心层,墙体实心层内设加强网片,墙体实心层的中间有贯通孔洞,安装门窗部分的侧面为平面,其余部分的侧面设有凹槽并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔,门窗高度以上部分设L型缺口,墙板顶端设有吊装环; The door and window side pre-installed inner partition board includes a solid wall layer, a reinforcing mesh is arranged in the solid wall layer, a through hole is provided in the middle of the solid wall layer, the side of the door and window part is a plane, and the side of the rest part is set. There are grooves and inter-panel locking oblique holes for grouting connection between wall panels are evenly spaced, L-shaped notches are set above the height of doors and windows, and lifting rings are provided on the top of the wall panels;
所述的门窗顶或窗下下预吊装内隔墙板包括墙体实心层,墙体实心层内设加强网片,墙体实心层的中间水平设置贯通孔洞,上侧面为平面,两端设有吊装环,下侧面设有凹槽,两端设有端头凹槽; The pre-installed inner partition wall panel on the top of the door and window or under the window includes a solid wall layer, the solid layer of the wall is provided with a reinforcing mesh, the middle of the solid layer of the wall is horizontally provided with a through hole, the upper side is a plane, and the two ends are provided with There are hoisting rings, grooves on the lower side, and end grooves at both ends;
所述的转角预吊装内隔墙板包括墙体实心层,墙体实心层内设加强网片,墙体实心层的中间有贯通孔洞,与相邻墙板垂直连接部位的墙板侧面为平面,另一侧面设有凹槽,并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔,与相邻墙板垂直连接的部位均匀间隔设有板间锁紧斜孔,墙板顶端设有吊装环; The corner pre-hanging inner partition wall panel includes a solid wall layer, a reinforcing mesh is arranged inside the solid wall layer, there is a through hole in the middle of the solid wall layer, and the side of the wall panel vertically connected with the adjacent wall panel is a plane , the other side is provided with grooves, and inter-panel locking oblique holes for grouting connection between wall panels are evenly spaced, and the parts vertically connected with adjacent wall panels are evenly spaced with inter-panel locking oblique holes. There is a hoisting ring on the top of the board;
所述的插接钢筋为上下插入混凝土结构和预吊装内隔墙板并连接二者的短钢筋; The plug-in reinforcement is a short reinforcement that is inserted up and down into the concrete structure and the pre-installed inner partition wall and connects the two;
所述的端头堵孔盘由直径小于贯通孔洞直径的圆形托板和竖向挂板组成,圆形托板的外缘与竖向挂板垂直连接; The end plugging plate is composed of a circular supporting plate and a vertical hanging plate with a diameter smaller than the diameter of the through hole, and the outer edge of the circular supporting plate is vertically connected with the vertical hanging plate;
所述的顶部隔离软垫为设置在预吊装内隔墙板顶端,隔离预吊装内隔墙板与上部混凝土结构的轻质软垫,顶部隔离软垫上有等于贯通孔洞或圆孔直径的孔洞,宽度窄于预吊装内隔墙板的厚度; The top isolation cushion is a lightweight cushion arranged on the top of the pre-hoisting inner partition wall to isolate the pre-hoisting inner partition wall from the upper concrete structure. The top isolation cushion has a hole equal to the diameter of the through hole or the round hole. The width is narrower than the thickness of the pre-installed inner partition wall;
所述的板间连接钯锔子筋为两块预吊装内隔墙板顶部连接时使用的U型钢筋; The palladium curium bar connecting the boards is the U-shaped steel bar used when the tops of the two pre-hanging inner partition wall boards are connected;
所述的注浆料为填塞贯通孔洞底部及墙板间缝隙的浆料; The grouting material is a slurry for filling the bottom of the through hole and the gap between the wallboards;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板底部与混凝土结构连接构造包括砂浆、插接钢筋、通过贯通孔洞上口灌注入底部的注浆料;砂浆置于安装预吊装内隔墙板的混凝土结构上,预吊装内隔墙板底部坐在砂浆上,插接钢筋向下插入混凝土结构中,向上插入贯通孔洞,注浆料灌注入贯通孔洞底部并握裹住插接钢筋; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the connection structure between the bottom of the pre-installed inner partition wall panels and the concrete structure includes mortar, inserted steel bars, and grout poured into the bottom through the upper opening of the through hole; The mortar is placed on the concrete structure where the pre-hoisted inner partition board is installed, the bottom of the pre-hoisted inner partition board sits on the mortar, the inserted steel bar is inserted downward into the concrete structure, and upwardly inserted into the through hole, and the grout is poured into the bottom of the through hole And hold and wrap the plug-in steel bar;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板顶部与混凝土结构连接构造包括端头堵孔盘、顶部隔离软垫、从贯通孔洞顶部灌注入混凝土形成的圆形混凝土销柱、顶部隔离软垫窄于预吊装内隔墙板厚度部分填充的混凝土下沉边;端头堵孔盘插入贯通孔洞并通过竖向挂板悬吊在贯通孔洞顶部,顶部隔离软垫居中固定在预吊装内隔墙板顶端,混凝土灌注入贯通孔洞被圆形托板托住,形成圆形混凝土销柱,顶部隔离软垫宽度窄于预吊装内隔墙板厚度的侧面由混凝土下沉边填充; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the connection structure between the top of the pre-installed inner partition wall panels and the concrete structure includes a plugging plate at the end, a top isolation cushion, and pouring concrete from the top of the through hole. The circular concrete pin column and the top isolation soft pad are narrower than the thickness of the pre-installed inner partition wall, and the concrete sinking edge is partially filled; the end plugging plate is inserted into the through hole and suspended on the top of the through hole through the vertical hanging plate, and The isolation cushion is centered and fixed on the top of the pre-installed inner partition wall, and the concrete poured into the through hole is supported by the circular supporting plate to form a circular concrete pin. The width of the top isolation cushion is narrower than the thickness of the pre-installed inner partition wall on the side Filled by concrete sinking edge;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板侧面与混凝土结构连接构造包括凹槽、板间锁紧斜孔及灌注入二者中的混凝土; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the connection structure between the side of the pre-installed inner partition wall panels and the concrete structure includes grooves, locking oblique holes between panels and concrete poured into the two;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板直角连接构造包括转角预吊装内隔墙板、板间连接钯锔子筋、凹槽、板间锁紧斜孔以及灌注入二者中的注浆料;转角预吊装内隔墙板与相邻预吊装内隔墙板垂直对接,形成预吊装内隔墙板直角连接,板间连接钯锔子筋在顶部连接相邻墙板,对接部位由凹槽形成板间缝隙,注浆料灌注入缝隙及板间锁紧斜孔; In addition to the pre-hanging inner partition wall panels on the top of doors and windows or under the windows, the right-angle connection structure of the pre-hanging inner partition wall panels includes corner pre-hanging inner partition wall panels, inter-panel connection palladium curium ribs, grooves, and inter-panel locks. Tightly inclined holes and the grout poured into the two; the corner pre-hoisting inner partition board is vertically connected with the adjacent pre-hoisting inner partition board to form a right-angle connection between the pre-hoisting inner partition boards, and the palladium curium ribs are connected between the boards Connect the adjacent wallboards at the top, and the gap between the boards is formed by the groove at the butt joint, and the grouting material is poured into the gap and the oblique holes are locked between the boards;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板T型连接构造包括标准预吊装内隔墙板、板间连接钯锔子筋、凹槽、板间锁紧斜孔以及灌注入二者中的注浆料;一块标准预吊装内隔墙板侧面垂直对正另一块标准预吊装内隔墙板板面,形成预吊装内隔墙板T型连接,板间连接钯锔子筋在顶部连接相邻墙板,对接部位由凹槽形成板间缝隙,注浆料灌注入缝隙及板间锁紧斜孔; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the T-shaped connection structure of the pre-installed inner partition wall panels includes standard pre-installed inner partition wall panels, inter-panel connection palladium curium ribs, grooves, and inter-panel Lock the inclined hole and pour the grout into the two; the side of one standard pre-hoisting interior partition wall panel is vertically aligned with the surface of the other standard pre-hoisting interior partition wall panel to form a T-shaped connection of the pre-hoisting interior partition wall panel, The palladium curium ribs connecting the boards are connected to the adjacent wall boards at the top, and the gaps between the boards are formed by grooves at the butt joints, and the grouting material is poured into the gaps and the oblique holes are locked between the boards;
除门窗顶或窗下预吊装内隔墙板之外,所述的预吊装内隔墙板一字型连接构造包括标准预吊装内隔墙板、板间连接钯锔子筋、凹槽、板间锁紧斜孔以及灌注入二者中的注浆料;两块标准预吊装内隔墙板一字型拼接,板间连接钯锔子筋在顶部连接相邻墙板,由凹槽形成板间缝隙,注浆料灌注入缝隙及板间锁紧斜孔; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the in-line connection structure of the pre-installed inner partition wall panels includes standard pre-installed inner partition wall panels, palladium curium ribs for connecting panels, grooves, and panels. Lock the oblique holes between them and the grouting material poured into the two; two standard pre-lifted inner partition wall panels are spliced in a straight line, and the palladium curium ribs connecting the panels are connected to the adjacent wall panels at the top, and the panels are formed by grooves The gap between the plates, the grouting material is poured into the gap and the oblique hole is locked between the plates;
所述的门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造包括凹槽、砂浆、板间锁紧斜孔、端头凹槽、端头堵孔盘、板间连接钯锔子筋、注浆料、圆孔、插接钢筋、顶部隔离软垫、圆形混凝土销柱、混凝土下沉边;端头堵孔盘插入门窗侧预吊装内隔墙板L型缺口部位的贯通孔洞并通过竖向挂板悬吊在贯通孔洞顶部,灌注满砂浆,并用砂浆抹在L型缺口的水平部位,端头堵孔盘插入门窗顶预吊装内隔墙板两端的水平贯通孔洞内,门窗顶预吊装内隔墙板放置在门窗侧预吊装内隔墙板的L型缺口水平部位,板间连接钯锔子筋在顶部连接门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板,凹槽与端头凹槽形成板间缝隙,灌注入注浆料,插接钢筋插入门窗顶预吊装内隔墙板上侧面的圆孔,顶部隔离软垫居中放置在门窗顶预吊装内隔墙板上侧面,混凝土灌注入圆孔,形成圆形混凝土销柱,顶部隔离软垫宽度窄于预吊装内隔墙板厚度的侧面由混凝土下沉边填充; The connection structure of the pre-hanging inner partition wall panel on the side of the door and window and the pre-installation inner partition wall panel on the top of the door and window includes grooves, mortar, inter-panel locking oblique holes, end grooves, end plugging discs, inter-panel connection palladium Curium reinforcement, grouting material, round hole, plug-in steel bar, top isolation cushion, circular concrete pin, concrete sinking edge; end plugging plate inserted into the L-shaped notch of the pre-installed inner partition wall on the side of the door and window Go through the hole and hang it on the top of the hole through the vertical hanging plate, fill it with mortar, and wipe it on the horizontal part of the L-shaped gap with mortar, and insert the plugging plate at the end into the horizontal through hole at both ends of the pre-hanging inner partition board on the top of the door and window , the pre-hoisting inner partition board on the top of the door and window is placed on the horizontal part of the L-shaped notch of the pre-hoisting inner partition board on the side of the door and window, and the palladium curium ribs connected between the boards are connected at the top to the pre-hoisting inner partition board on the side of the door and window and the pre-hoisting inner wall board on the top of the door and window The partition wall, the groove and the end groove form the gap between the boards, pour the grout, insert the steel bar into the round hole on the side of the door and window pre-hanging inner partition wall, and place the top isolation cushion in the center on the door and window pre-installation Lift the side of the inner partition wall, pour concrete into the round hole to form a circular concrete pin, and the side of the top isolation cushion whose width is narrower than the thickness of the pre-lifted inner partition wall is filled with the concrete sinking edge;
所述的窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造包括凹槽、砂浆、板间锁紧斜孔、端头凹槽、端头堵孔盘、注浆料;砂浆置于安装窗下预吊装内隔墙板的混凝土结构上,窗下预吊装内隔墙板底部坐在砂浆上,端头堵孔盘插入窗下预吊装内隔墙板两端的水平贯通孔洞内,窗下预吊装内隔墙板与窗侧预吊装内隔墙板对正后,凹槽与端头凹槽形成板间缝隙,注浆料灌注入缝隙及板间锁紧斜孔。 The connection structure of the pre-hoisted inner partition wall panel on the window side and the pre-installed inner partition wall panel under the window includes grooves, mortar, inter-panel locking oblique holes, end grooves, end plugging plates, and grouting materials; The mortar is placed on the concrete structure of the pre-hoisted inner partition board under the window, the bottom of the pre-hoisted inner partition board under the window sits on the mortar, and the end plugging plate is inserted into the horizontal through holes at both ends of the pre-hoisted inner partition board under the window Inside, after the pre-hoisted inner partition wall panel under the window is aligned with the pre-installed inner partition wall panel at the window side, the groove and the end groove form a gap between the panels, and the grouting material is poured into the gap and locked into the oblique hole between the panels.
进一步的,所述的墙体实心层为轻骨料混凝土类材料。 Further, the solid layer of the wall is made of lightweight aggregate concrete.
所述的预吊装内隔墙板与建筑结构一体化施工墙体体系的特点在于,在工厂内用轻骨料混凝土预制成大块、空心、轻质的墙体板材,施工时预先吊装、拼装,作为填充墙体并兼做现浇混凝土墙体(或柱)侧模及现浇混凝土梁底模,与现浇混凝土结构整体浇筑在一起。根据建筑构造的需要,预吊装内隔墙板又分为标准预吊装内隔墙板、门窗侧预吊装内隔墙板、门窗顶(或窗下)预吊装内隔墙板、转角预吊装内隔墙板等型号,可以满足建筑不同部位内隔墙构造的需要;预吊装内隔墙板使用时是在混凝土结构浇筑之前预先吊装就位、固定,然后再支设、固定混凝土结构部位的模板,浇筑混凝土;根据先于混凝土结构浇筑进行吊装就位、固定的特点,预吊装内隔墙板在建筑各部位使用都有独特的连接构造,包括预吊装内隔墙板底部与混凝土结构连接构造、预吊装内隔墙板顶部与混凝土结构连接构造、预吊装内隔墙板侧面与混凝土结构连接构造、预吊装内隔墙板直角连接构造、预吊装内隔墙板T型连接构造、预吊装内隔墙板间一字型连接构造、门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造、窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造等,以及与上述构造配套使用的插接钢筋、端头堵孔盘、顶部隔离软垫、板间连接钯锔子筋、注浆料等;由于工厂化生产制作,产品尺寸规整、标准、误差小,预吊装内隔墙板安装完成后,内墙面不用再进行抹灰作业;预吊装内隔墙板与建筑结构一体化施工墙体体系,是将墙体砌筑、抹灰等工序合并,工厂化制造生产,实现了建筑内隔墙墙体的工厂化、产业化。 The characteristic of the integrated construction wall system of the pre-installed inner partition board and the building structure is that the lightweight aggregate concrete is used to prefabricate large, hollow and lightweight wall boards in the factory, and the pre-hoisted, Assembled, as a filling wall and also as a cast-in-place concrete wall (or column) side form and a cast-in-place concrete beam bottom form, and is integrally poured together with the cast-in-place concrete structure. According to the needs of the building structure, the pre-hoisting interior partition panels are divided into standard pre-hoisting interior partition panels, pre-hoisting interior partition panels on the door and window sides, pre-hoisting interior partition panels on the top of doors and windows (or under windows), and pre-hoisting interior partition panels at corners. Partition wall panels and other models can meet the needs of the interior partition wall structure in different parts of the building; when the pre-hoisted interior partition wall panels are used, they are hoisted in place and fixed before the concrete structure is poured, and then the formwork of the concrete structure is supported and fixed. , pouring concrete; according to the characteristics of being hoisted in place and fixed before the pouring of the concrete structure, the pre-hoisted inner partition wall panels have unique connection structures used in various parts of the building, including the connection structure between the bottom of the pre-hoisted inner partition wall panels and the concrete structure , The connection structure between the top of the pre-hoisted interior partition wall and the concrete structure, the connection structure between the side of the pre-hoisted interior partition wall and the concrete structure, the right-angle connection structure of the pre-hoisted interior partition wall, the T-shaped connection structure of the pre-hoisted interior partition wall, and the pre-hoisted interior partition wall. Inline connection structure between interior partition panels, connection structure between door and window side pre-hoisted interior partition panel and door and window top pre-hoisted interior partition panel, window side pre-hoisted interior partition panel and window pre-installed interior partition panel connection structure etc., as well as the plug-in steel bars, end plugging discs, top isolation cushions, palladium curium bars for connecting plates, grouting materials, etc. used in conjunction with the above structure; due to factory production, the product size is regular, standard, and error Small, after the installation of the pre-hoisted inner partition board is completed, the inner wall does not need to be plastered; the pre-hoisted inner partition board and the building structure are integrated into the construction wall system, which combines the processes of wall masonry and plastering , Industrialized manufacturing and production, realizing the industrialization and industrialization of the partition wall in the building.
本发明所述的预吊装内隔墙板与建筑结构一体化施工墙体体系与已有技术相比具有突出的实质性特点和显著进步:1、在混凝土结构浇筑之前预先吊装就位、固定,施工操作简单,垂直度、平整度易调整、工程质量易保证;2、由于与混凝土结构浇筑在一起,大大提高了建筑主体的整体性,使建筑内隔墙墙体与建筑结构完全结合为一个有机整体,提高了建筑内隔墙的抗震性能;3、提高了建筑填充墙施工的效率,抹灰工程施工工期为零,节省了建筑工程的整体工期;4、减轻了建筑内隔墙墙体部分的荷载,降低了工程的综合造价。 Compared with the prior art, the pre-installed inner partition wall panel and building structure integrated construction wall system of the present invention has outstanding substantive features and significant progress: 1. Before the concrete structure is poured, it is hoisted in place and fixed in advance, The construction operation is simple, the verticality and flatness are easy to adjust, and the project quality is easy to guarantee; 2. Because it is poured together with the concrete structure, the integrity of the main body of the building is greatly improved, so that the inner partition wall and the building structure are completely integrated into one The organic whole improves the seismic performance of the partition wall in the building; 3. Improves the construction efficiency of the building filling wall, and the construction period of the plastering project is zero, which saves the overall construction period of the construction project; 4. Reduces the weight of the partition wall in the building Part of the load reduces the overall cost of the project.
附图说明: Description of drawings:
图1是本发明的标准预吊装内隔墙板的结构示意图; Fig. 1 is the structural representation of the standard pre-hanging inner partition wall panel of the present invention;
图1a是本发明的标准预吊装内隔墙板的横向剖面图; Fig. 1 a is the transverse sectional view of the standard pre-hanging inner partition wall panel of the present invention;
图2是本发明的门窗侧预吊装内隔墙板的结构示意图; Fig. 2 is a schematic structural view of the door and window side pre-mounted inner partition wall panel of the present invention;
图2a是本发明的门窗侧预吊装内隔墙板的横向剖面图; Fig. 2 a is the transverse sectional view of the door and window side pre-suspension inner partition wall panel of the present invention;
图3是本发明的门窗顶或窗下预吊装内隔墙板的结构示意图; Fig. 3 is a schematic structural view of the door and window top or the pre-installed inner partition wall panel under the window of the present invention;
图3a是本发明的门窗顶或窗下预吊装内隔墙板的垂直剖面图; Fig. 3 a is the vertical sectional view of the door and window top or the pre-installed inner partition wall panel under the window of the present invention;
图4是本发明的转角预吊装内隔墙板的结构示意图; Fig. 4 is a schematic structural view of the corner pre-hanging inner partition wall panel of the present invention;
图4a是本发明的转角预吊装内隔墙板的横向剖面图; Figure 4a is a transverse sectional view of the corner pre-suspended inner partition wall panel of the present invention;
图5是本发明的端头堵孔盘结构示意图; Fig. 5 is a schematic view of the structure of the end plugging disc of the present invention;
图6是本发明的顶部隔离软垫结构示意图; Fig. 6 is a structural schematic diagram of the top isolation cushion of the present invention;
图7是本发明的板间连接钯锔子筋结构示意图; Fig. 7 is the structural representation of palladium-curium tendons connected between plates of the present invention;
图8是本发明的预吊装内隔墙板与建筑结构一体化施工墙体体系组成示意图; Fig. 8 is a schematic diagram of the composition of the pre-installed inner partition wall panel and the building structure integrated construction wall system of the present invention;
图9是本发明的预吊装内隔墙板底部与混凝土结构连接构造示意图; Fig. 9 is a schematic diagram of the connection structure between the bottom of the pre-hanging inner partition wall panel and the concrete structure of the present invention;
图10是本发明的预吊装内隔墙板顶部与混凝土结构连接构造示意图; Fig. 10 is a schematic diagram of the connection structure between the top of the pre-hanging inner partition wall panel and the concrete structure of the present invention;
图11是本发明的预吊装内隔墙板侧面与混凝土结构连接构造示意图; Fig. 11 is a schematic diagram of the connection structure between the side of the pre-installed inner partition wall panel and the concrete structure of the present invention;
图11a是本发明的预吊装内隔墙板侧面与混凝土结构连接构造水平剖面图; Figure 11a is a horizontal cross-sectional view of the connection structure between the side of the pre-installed inner partition wall panel and the concrete structure of the present invention;
图12是本发明的预吊装内隔墙板转角连接构造示意图; Fig. 12 is a schematic diagram of the corner connection structure of the pre-hanging inner partition panel of the present invention;
图13是本发明的预吊装内隔墙板T型连接构造示意图; Fig. 13 is a schematic diagram of the T-shaped connection structure of the pre-hanging inner partition wall panel of the present invention;
图14是本发明的预吊装内隔墙板一字型连接构造示意图; Fig. 14 is a schematic diagram of the in-line connection structure of the pre-hanging inner partition wall panel of the present invention;
图15是本发明的门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造正立面图; Fig. 15 is a front elevation view of the connection structure between the door and window side pre-hanging inner partition wall panel and the door and window top pre-hanging inner partition wall panel of the present invention;
图15a是本发明的门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造水平剖面图; Fig. 15a is a horizontal cross-sectional view of the connection structure between the pre-suspended inner partition wall panel at the door and window side and the pre-suspended inner partition wall panel at the top of the door and window according to the present invention;
图15b是本发明的门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造垂直剖面图; Fig. 15b is a vertical cross-sectional view of the connection structure between the pre-suspended inner partition board on the side of the door and window and the pre-suspended inner partition board on the top of the door and window of the present invention;
图16 是本发明的窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造正立面图; Fig. 16 is the front elevation view of the connection structure between the pre-suspended inner partition wall panel at the window side and the pre-suspended inner partition wall panel under the window of the present invention;
图16a是本发明的窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造水平剖面图; Fig. 16a is a horizontal cross-sectional view of the connection structure of the pre-suspended inner partition wall panel at the window side and the pre-suspended inner partition wall panel under the window of the present invention;
图16b是本发明的窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造垂直剖面图。 Fig. 16b is a vertical cross-sectional view of the connection structure of the pre-suspended inner partition wall panel at the window side and the pre-suspended inner partition wall panel under the window of the present invention.
其中,1 墙体实心层 2 加强网片 3 贯通孔洞 4 凹槽 5 板间锁紧斜孔 6 吊装环 7 端头凹槽 8 插接钢筋 9 圆形托板 10 竖向挂板 11 顶部隔离软垫 12 板间连接钯锔子筋 13 注浆料 14 砂浆 15 圆形混凝土销柱 16 混凝土下沉边 17 连接件及调节支撑杆 18 木模板 19 混凝土 20 圆孔 21 门窗。 Among them, 1 Solid wall layer 2 Reinforcing mesh 3 Through hole 4 Groove 5 Locking oblique hole between panels 6 Lifting ring 7 End groove 8 Inserting steel bar 9 Circular support plate 10 Vertical hanging plate 11 Top isolation soft Pad 12 Palladium curium bars connecting boards 13 Grouting material 14 Mortar 15 Circular concrete pins 16 Concrete sinking edge 17 Connectors and adjusting support rods 18 Wood formwork 19 Concrete 20 Round holes 21 Doors and windows.
具体实施方式: Detailed ways:
为了更好地理解与实施,下面结合附图给出具体实施例详细说明本发明预吊装内隔墙板与建筑结构一体化施工墙体体系;所举实施例只用于解释本发明,并非用于限定本发明的范围。 In order to better understand and implement, specific embodiments are given below in conjunction with the accompanying drawings to describe in detail the pre-hanging interior partition wall panels and the building structure integrated construction wall system of the present invention; the examples are only used to explain the present invention, not to to limit the scope of the present invention.
实施例1:参见图1、图1a、图2、图2a、图3、图3a、图4、图4a、图5、图6、图7,根据具体建筑工程设计进行墙板排版二次设计,确定各种预吊装内隔墙板的规格型号及数量,在工厂中制造生产预吊装内隔墙板及端头堵孔盘、顶部隔离软垫11、板间连接钯锔子筋12、注浆料13、连接件及调节支撑杆17; Example 1: Refer to Figure 1, Figure 1a, Figure 2, Figure 2a, Figure 3, Figure 3a, Figure 4, Figure 4a, Figure 5, Figure 6, and Figure 7, and perform secondary design of wall panel layout according to the specific construction engineering design , determine the specifications, models and quantities of various pre-hoisted interior partition panels, and manufacture and produce pre-hoisted interior partition panels and end plugging plates, top isolation cushions 11, inter-panel connection palladium curium ribs 12, and injection molding in the factory. Slurry 13, connectors and adjustment support rod 17;
预吊装内隔墙板包括标准预吊装内隔墙板、门窗侧预吊装内隔墙板、门窗顶或窗下预吊装内隔墙板、转角预吊装内隔墙板; Pre-installed inner partition panels include standard pre-installed inner partition panels, pre-installed inner partition panels on the side of doors and windows, pre-installed inner partition panels on the top of doors and windows or under windows, and pre-installed corner inner partition panels;
标准预吊装内隔墙板包括墙体实心层1、加强网片2、贯通孔洞3,墙体实心层1为轻骨料混凝土类材料;墙板侧面设有凹槽4并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔5,墙板顶端设有吊装环6; The standard pre-hoisted inner partition wall panel includes a solid wall layer 1, a reinforcing mesh 2, and through holes 3. The solid wall layer 1 is made of lightweight aggregate concrete; grooves 4 are provided on the side of the wall panel and are evenly spaced for The inter-panel locking oblique hole 5 for the grouting connection between the wall panels, and the top of the wall panels is provided with a hoisting ring 6;
门窗侧预吊装内隔墙板包括墙体实心层1、加强网片2、贯通孔洞3,安装门窗部分的侧面为平面,其余部分的侧面设有凹槽4并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔5,门窗高度以上部分设L型缺口,用于支撑、连接门窗顶墙板,墙板顶端设有吊装环6; The pre-installed inner partition wall panel on the side of the door and window includes a solid wall layer 1, a reinforcing mesh 2, and a through hole 3. The side of the door and window part is flat, and the side of the rest is provided with grooves 4, which are evenly spaced between the wall panels. Locking oblique holes 5 between the panels connected by grouting, L-shaped gaps are set above the height of the doors and windows for supporting and connecting the top wall panels of the doors and windows, and the top of the wall panels is provided with a hoisting ring 6;
所述的门窗顶或窗下预吊装内隔墙板包括墙体实心层1、加强网片2、贯通孔洞3,水平设置贯通孔洞2,上侧面为平面,两端设有吊装环6,下侧面设有凹槽4,两端设有端头凹槽7; The pre-installed inner partition wall panel on the top of the door and window or under the window includes a solid wall layer 1, a reinforcing mesh 2, and a through hole 3, and the through hole 2 is arranged horizontally. The side is provided with a groove 4, and the two ends are provided with a terminal groove 7;
转角预吊装内隔墙板包括墙体实心层1、加强网片2、贯通孔洞3,与相邻墙板垂直连接部位的墙板侧面为平面,另一侧面设有凹槽4,并均匀间隔设有用于墙板间注浆连接的板间锁紧斜孔5,与相邻墙板垂直连接的部位也均匀间隔设有板间锁紧斜孔5,墙板顶端设有吊装环6; The corner pre-installed inner partition wall panel includes a solid wall layer 1, a reinforcing mesh 2, and a through hole 3. The side of the wall panel at the vertical connection with the adjacent wall panel is flat, and the other side is provided with grooves 4, which are evenly spaced There are inter-panel locking slant holes 5 for grouting connection between wall panels, inter-panel locking slant holes 5 are also evenly spaced at the parts vertically connected with adjacent wall panels, and a hoisting ring 6 is provided on the top of the wall panels;
插接钢筋8为上下插入混凝土结构和预吊装内隔墙板并连接二者的短钢筋; Inserting reinforcing bar 8 is the short reinforcing bar that is inserted up and down into the concrete structure and the pre-installed inner partition wall and connects the two;
端头堵孔盘由直径小于贯通孔洞3直径的圆形托板9和竖向挂板10组成,圆形托板9与竖向挂板10垂直连接; The end plugging plate is composed of a circular supporting plate 9 and a vertical hanging plate 10 whose diameter is smaller than the diameter of the through hole 3, and the circular supporting plate 9 is vertically connected with the vertical hanging plate 10;
顶部隔离软垫11为设置在预吊装内隔墙板顶端,隔离预吊装内隔墙板与上部混凝土结构的轻质软垫,顶部隔离软垫11带有等于贯通孔洞3或圆孔20直径的孔洞,宽度窄于预吊装内隔墙板的厚度; The top isolation cushion 11 is a lightweight cushion arranged on the top of the pre-hoisting inner partition wall panel to isolate the pre-installation inner partition wall panel from the upper concrete structure. The top isolation cushion 11 has a diameter equal to the through hole 3 or the round hole 20 Hole, the width of which is narrower than the thickness of the pre-installed inner partition wall;
板间连接钯锔子筋12为两块预吊装内隔墙板顶部连接时使用的U型钢筋; The palladium curium reinforcement 12 connecting the boards is the U-shaped steel bar used when the tops of the two pre-hanging inner partition boards are connected;
注浆料13为填塞贯通孔洞3底部及墙板间缝隙的浆料; The grouting material 13 is the slurry for filling the bottom of the through hole 3 and the gap between the wallboards;
以上各种规格型号预吊装内隔墙板及相关配件在工厂中制造完毕,运到施工现场准备施工;按照图8、图9、图10、图11、图11a、图12、图13、图14、图15、图15a、图15b、图16、图16a、图16b的示意,进行预吊装内隔墙板与建筑结构一体化墙体体系的施工; The pre-installed interior partition wall panels and related accessories of the above various specifications and models have been manufactured in the factory and transported to the construction site for construction; according to Figure 8, Figure 9, Figure 10, Figure 11, Figure 11a, Figure 12, Figure 13, Figure 14. As shown in Fig. 15, Fig. 15a, Fig. 15b, Fig. 16, Fig. 16a, and Fig. 16b, the construction of the wall system integrating the pre-installed inner partition board and the building structure is carried out;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板及插接钢筋8、端头堵孔盘、顶部隔离软垫11、板间连接钯锔子筋12、注浆料13形成了预吊装内隔墙板底部与混凝土结构连接构造、预吊装内隔墙板顶部与混凝土结构连接构造、预吊装内隔墙板侧面与混凝土结构连接构造、预吊装内隔墙板直角连接构造、预吊装内隔墙板T型连接构造、预吊装内隔墙板间一字型连接构造;所述的门窗侧预吊装内隔墙板、门窗顶或窗下预吊装内隔墙板及插接钢筋8、端头堵孔盘、顶部隔离软垫11、板间连接钯锔子筋12、注浆料13形成了门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造、窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造;上述组成部件及构造均为在混凝土结构浇筑之前吊装、拼装而成; In addition to the pre-installation of the inner partition wall panels on the top of doors and windows or under the windows, pre-installation of inner partition wall panels and plug-in steel bars 8, end plugging plates, top isolation cushions 11, palladium curium bars connecting panels 12, grouting Material 13 formed the connection structure between the bottom of the pre-hoisted interior partition wall and the concrete structure, the connection structure between the top of the pre-hoisted interior partition wall and the concrete structure, the connection structure between the side of the pre-hoisted interior partition wall and the concrete structure, and the right-angle structure of the pre-hoisted interior partition wall. Connection structure, T-shaped connection structure of pre-installed inner partition wall panels, in-line connection structure between pre-installed inner partition wall panels; pre-installed inner partition wall panels on the side of doors and windows, pre-installed inner partition wall panels on the top of doors and windows or under windows And plugging steel bars 8, end plugging discs, top isolation cushions 11, inter-panel connection palladium curium bars 12, and grouting materials 13 form the door and window side pre-hoisting inner partition board and the door and window top pre-hoisting inner partition board The connection structure, the connection structure of the pre-hoisted inner partition wall panels at the window side and the pre-hoisted inner partition wall panels under the windows; the above components and structures are all hoisted and assembled before the concrete structure is poured;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板底部与混凝土结构连接构造包括砂浆14、插接钢筋8、通过贯通孔洞3上口灌注入底部的注浆料13;砂浆14置于安装预吊装内隔墙板的混凝土结构上,预吊装内隔墙板底部坐在砂浆14上,插接钢筋8向下插入混凝土结构中,向上插入贯通孔洞3,注浆料13灌注入贯通孔洞3底部并握裹住插接钢筋8; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the connection structure between the bottom of the pre-installed inner partition wall panels and the concrete structure includes mortar 14, inserted steel bars 8, and grout 13 poured into the bottom through the upper opening of the through hole 3 The mortar 14 is placed on the concrete structure where the pre-hoisted inner partition board is installed, the bottom of the pre-hoisted inner partition board sits on the mortar 14, the plugged steel bar 8 is inserted downward into the concrete structure, and upwardly inserted into the through hole 3, and the grout is injected 13 pouring into the bottom of the through hole 3 and holding and wrapping the plugging steel bar 8;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板顶部与混凝土结构连接构造包括端头堵孔盘、顶部隔离软垫11、从贯通孔洞3顶部灌注入混凝土形成的圆形混凝土销柱15、顶部隔离软垫11窄于预吊装内隔墙板厚度部分填充的混凝土下沉边16;端头堵孔盘插入贯通孔洞3并通过竖向挂板10悬吊在贯通孔洞3顶部,顶部隔离软垫11居中固定在预吊装内隔墙板顶端,混凝土灌注入贯通孔洞3被圆形托板9托住,形成圆形混凝土销柱15,顶部隔离软垫11宽度窄于预吊装内隔墙板厚度的侧面由混凝土下沉边16填充; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the connection structure between the top of the pre-installed inner partition wall panels and the concrete structure includes end plugging plates, top isolation cushions 11, and concrete poured from the top of the through hole 3. The circular concrete pin 15 and the top isolation cushion 11 are narrower than the thickness of the pre-installed inner partition wall, and the concrete sinking edge 16 is partially filled; At the top of the hole 3, the top isolation cushion 11 is centered and fixed on the top of the pre-installed inner partition wall. The concrete is poured into the through hole 3 and supported by the circular supporting plate 9 to form a circular concrete pin 15. The top isolation cushion 11 is narrow in width Concrete sinking edge 16 is used to fill the side of the thickness of the pre-installed inner partition wall;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板侧面与混凝土结构连接构造包括凹槽4、板间锁紧斜孔5及灌注入二者中的混凝土; In addition to the pre-installed inner partition wall panel on the top of the door and window or under the window, the connection structure between the side of the pre-installed inner partition wall panel and the concrete structure includes the groove 4, the locking inclined hole 5 between the panels and the concrete poured into the two;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板直角连接构造包括转角预吊装内隔墙板、板间连接钯锔子筋12、凹槽4、板间锁紧斜孔5以及灌注入二者中的注浆料13;转角预吊装内隔墙板与相邻预吊装内隔墙板垂直对接,形成预吊装内隔墙板直角连接,板间连接钯锔子筋12在顶部连接相邻墙板,对接部位由凹槽4形成板间缝隙,注浆料13灌注入缝隙及板间锁紧斜孔5; In addition to pre-installed inner partition panels on the top of doors and windows or under windows, the right-angle connection structure of pre-installed inner partition panels includes corner pre-installed inner partition panels, inter-panel connection palladium curium ribs 12, grooves 4, inter-panel locking The inclined hole 5 and the grouting material 13 poured into the two; the corner pre-hoisting inner partition board is vertically connected with the adjacent pre-hoisting inner partition board to form a right-angle connection of the pre-hoisting inner partition board, and the palladium curium is connected between the boards Ribs 12 are connected to adjacent wallboards at the top, and grooves 4 form gaps between the boards at the butt joint, and grouting material 13 is poured into the gaps and locked oblique holes 5 between the boards;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板T型连接构造包括标准预吊装内隔墙板、板间连接钯锔子筋12、凹槽4、板间锁紧斜孔5以及灌注入二者中的注浆料13;一块标准预吊装内隔墙板侧面垂直对正另一块标准预吊装内隔墙板板面,形成预吊装内隔墙板T型连接,板间连接钯锔子筋12在顶部连接相邻墙板,对接部位由凹槽4形成板间缝隙,注浆料13灌注入缝隙及板间锁紧斜孔5; In addition to pre-installed inner partition panels on the top of doors and windows or under windows, the T-shaped connection structure of pre-installed inner partition panels includes standard pre-installed inner partition panels, inter-panel connection palladium curium ribs 12, grooves 4, inter-panel locks Tightly inclined holes 5 and the grouting material 13 poured into the two; the side of one standard pre-hoisting inner partition wall panel is vertically aligned with the surface of the other standard pre-hoisting inner partition wall panel to form a T-shaped connection of the pre-hoisting inner partition wall panel The palladium curium ribs 12 connected between the boards are connected to adjacent wall boards at the top, and the gap between the boards is formed by the groove 4 at the butt joint, and the grouting material 13 is poured into the gap and the oblique hole 5 is locked between the boards;
除门窗顶或窗下预吊装内隔墙板之外,预吊装内隔墙板一字型连接构造包括标准预吊装内隔墙板、板间连接钯锔子筋12、凹槽4、板间锁紧斜孔5以及灌注入二者中的注浆料13;两块标准预吊装内隔墙板一字型拼接,板间连接钯锔子筋12在顶部连接相邻墙板,由凹槽4形成板间缝隙,注浆料13灌注入缝隙及板间锁紧斜孔5; In addition to the pre-installed inner partition wall panels on the top of doors and windows or under the windows, the in-line connection structure of pre-installed inner partition wall panels includes standard pre-installed inner partition wall panels, 12 palladium curium ribs for inter-panel connections, 4 grooves, and inter-panel Lock the inclined hole 5 and the grouting material 13 poured into the two; two standard pre-installed inner partition wall panels are spliced in a straight line, and the palladium curium ribs 12 connected between the panels are connected to the adjacent wall panels at the top, and the grooves 4. Form the gap between the plates, pour the grouting material 13 into the gap and lock the oblique hole 5 between the plates;
门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板连接构造包括凹槽4、砂浆14、板间锁紧斜孔5、端头凹槽7、端头堵孔盘、板间连接钯锔子筋12、注浆料13、圆孔20、插接钢筋8、顶部隔离软垫11、圆形混凝土销柱15、混凝土下沉边16;端头堵孔盘插入门窗侧预吊装内隔墙板L型缺口部位的贯通孔洞3并通过竖向挂板10悬吊在贯通孔洞3顶部,灌注满砂浆14,并用砂浆14抹在L型缺口的水平部位,端头堵孔盘插入门窗顶预吊装内隔墙板两端的水平贯通孔洞3内,门窗顶预吊装内隔墙板放置在门窗侧预吊装内隔墙板的L型缺口水平部位,板间连接钯锔子筋12在顶部连接门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板,凹槽4与端头凹槽7形成板间缝隙,灌注入注浆料13,插接钢筋8插入门窗顶预吊装内隔墙板上侧面的圆孔20,顶部隔离软垫11居中放置在门窗顶预吊装内隔墙板上侧面,混凝土灌注入圆孔20,形成圆形混凝土销柱15,顶部隔离软垫11宽度窄于预吊装内隔墙板厚度的侧面由混凝土下沉边16填充; The connection structure between the pre-hoisted inner partition wall panel on the side of the door and window and the pre-installed inner partition wall panel on the top of the door and window includes groove 4, mortar 14, inter-panel locking oblique hole 5, end groove 7, end plugging plate, inter-panel connection Palladium curium reinforcement 12, grouting material 13, round hole 20, plug-in steel bar 8, top isolation cushion 11, circular concrete pin 15, concrete sinking edge 16; the plugging plate at the end is inserted into the pre-hoisting of the door and window side The through hole 3 at the L-shaped notch of the partition wall is suspended on the top of the through hole 3 through the vertical hanging plate 10, filled with mortar 14, and wiped on the horizontal part of the L-shaped notch with the mortar 14, and the end plugging plate is inserted into the door and window In the horizontal through hole 3 at both ends of the top pre-hoisting inner partition board, the top pre-hoisting inner partition board for doors and windows is placed at the level of the L-shaped notch of the door and window side pre-hoisting inner partition board, and the palladium curium ribs 12 connecting the boards are at the top Connect the pre-hoisted inner partition wall panel on the side of the door and window with the pre-hoisted inner partition wall panel on the top of the door and window, the groove 4 and the end groove 7 form a gap between the panels, pour the grout 13, and insert the steel bar 8 into the pre-hoisted door and window top The round hole 20 on the side of the partition wall, the top isolation cushion 11 is placed in the center on the side of the pre-installed inner partition wall on the top of the door and window, concrete is poured into the round hole 20 to form a circular concrete pin 15, and the top isolation cushion 11 is wide The side that is narrower than the thickness of the pre-installed inner partition wall is filled with the concrete sinking edge 16;
窗侧预吊装内隔墙板与窗下预吊装内隔墙板连接构造包括凹槽4、砂浆14、板间锁紧斜孔5、端头凹槽6、端头堵孔盘、注浆料13;砂浆14置于安装窗下预吊装内隔墙板的混凝土结构上,窗下预吊装内隔墙板底部坐在砂浆14上,端头堵孔盘插入窗下预吊装内隔墙板两端的水平贯通孔洞3内,窗下预吊装内隔墙板与窗侧预吊装内隔墙板对正后,凹槽4与端头凹槽6形成板间缝隙,注浆料13灌注入缝隙及板间锁紧斜孔5。 The connection structure between the pre-hoisted inner partition wall panel on the window side and the pre-installed inner partition wall panel under the window includes groove 4, mortar 14, inter-panel locking oblique hole 5, end groove 6, end plugging plate, grouting material 13; Mortar 14 is placed on the concrete structure where the pre-hoisted inner partition board under the window is installed, the bottom of the pre-hoisted inner partition board under the window sits on the mortar 14, and the plugging plate at the end is inserted into the two sides of the pre-hoisted inner partition board under the window In the horizontal through hole 3 at the end, after the pre-installed inner partition wall panel under the window is aligned with the pre-installed inner partition wall panel at the window side, the groove 4 and the end groove 6 form a gap between the panels, and the grouting material 13 is poured into the gap and Lock oblique holes 5 between the plates.
施工工艺如下: The construction process is as follows:
(1)混凝土柱、墙、填充墙体施工放线; (1) Concrete columns, walls, and filling walls are set out for construction;
(2)混凝土柱、墙钢筋绑扎; (2) Binding of concrete columns and walls;
(3)填充墙体部位打底座砂浆14,钉入插接钢筋8; (3) Fill the wall with base mortar 14, and nail in the inserted steel bars 8;
(4)一侧门窗侧预吊装内隔墙板吊装就位,墙板坐在砂浆14上,贯通孔洞3套住插接钢筋8,安装连接件及调节支撑杆17,调节预吊装内隔墙板的各向垂直度,锁紧固定,从上部贯通孔洞3注入注浆料13,注浆料13握裹住插接钢筋8; (4) The pre-hoisted inner partition wall panel on one side of the door and window is hoisted in place, the wall panel sits on the mortar 14, the through hole 3 is covered with the inserted steel bar 8, the connector is installed and the support rod 17 is adjusted, and the pre-hoisted inner partition wall is adjusted The verticality of the plate is locked and fixed, and the grouting material 13 is injected from the upper through hole 3, and the grouting material 13 wraps the plug-in steel bar 8;
(5)窗下预吊装内隔墙板吊装就位,墙板坐在砂浆14上,两端水平贯通孔洞3内插入端头堵孔盘,与已固定好的一侧窗侧预吊装内隔墙板侧面对正、固定; (5) The pre-hoisted inner partition wall panel under the window is hoisted in place, the wall panel sits on the mortar 14, and the two ends are horizontally through the hole 3 and inserted into the end plugging hole plate, and the pre-hoisted inner partition on the side of the window that has been fixed The side of the wall panel is aligned and fixed;
(6)另一侧门窗侧预吊装内隔墙板吊装就位,与窗下预吊装内隔墙板侧面对正、固定,从上部贯通孔洞3注入注浆料13; (6) The pre-installed inner partition wall panel on the door and window side on the other side is hoisted in place, aligned and fixed with the side of the pre-installed inner partition wall panel under the window, and the grouting material 13 is injected from the upper through hole 3;
(7)门窗侧预吊装内隔墙板的L型缺口部位贯通孔洞3内放入端头堵孔盘,端头堵孔盘通过竖向挂板10悬吊在贯通孔洞3顶部,灌注满砂浆14,并在L型缺口部位条状抹上砂浆14,门窗顶预吊装内隔墙板吊装就位,两端支撑在门窗侧预吊装内隔墙板的L型缺口上,用板间连接钯锔子筋12在顶部连接门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板,用冲击钻在门窗顶预吊装内隔墙板的上侧面等间距钻出两排圆孔20,放入插接钢筋8,再居中放置并固定顶部隔离软垫11; (7) Put the end plugging plate into the through hole 3 of the L-shaped notch part of the inner partition wall panel pre-hoisted on the door and window side, and the end plugging plate is suspended on the top of the through hole 3 through the vertical hanging plate 10, and filled with mortar 14, and spread mortar on the L-shaped gap in strips. 14, the pre-hanging inner partition wall panels on the top of the doors and windows are hoisted in place, and the two ends are supported on the L-shaped gaps of the pre-installed inner partition panels on the side of the doors and windows, and the palladium is connected between the panels. Curium ribs 12 are connected at the top to the pre-hanging inner partition board on the side of the door and window and the pre-hanging inner partition board on the top of the door and window, and two rows of round holes 20 are drilled at equal intervals on the upper side of the pre-hanging inner partition board on the top of the door and window. Put in the splicing steel bar 8, then place and fix the top isolation cushion 11 in the center;
(8)门窗侧预吊装内隔墙板相邻墙板吊装就位、固定,注入注浆料13,在顶部两块板之间钉入板间连接钯锔子筋12; (8) Pre-install the inner partition wall panels on the side of the doors and windows, hoist them in place and fix them, inject the grouting material 13, and nail the palladium curium ribs 12 between the two panels at the top;
(9)靠近混凝土结构侧边预吊装内隔墙板吊装就位、固定; (9) The pre-hoisted inner partition wall panel near the side of the concrete structure is hoisted in place and fixed;
(10)转角预吊装内隔墙板吊装就位、固定,垂直方向预吊装内隔墙板靠紧转角预吊装内隔墙板端头就位、固定; (10) The corner pre-hoisted inner partition board is hoisted in place and fixed, and the vertical pre-hoisted inner partition board is in place and fixed close to the end of the corner pre-hoisted inner partition board;
(11)待所有预吊装内隔墙板吊装就位、固定后,使用泵送设备依次从预吊装内隔墙板顶部向每一个板缝间对成的凹槽4、门窗侧预吊装内隔墙板与门窗顶预吊装内隔墙板对成的凹槽4及端头凹槽7、窗侧预吊装内隔墙板与窗下预吊装内隔墙板对成的凹槽4及端头凹槽7内浇注注浆料13,直至浇注满凹槽4、板间注浆连接的板间锁紧斜孔5及端头凹槽7,使各种规格型号预吊装内隔墙板间缝隙封堵严实、板间连接牢固; (11) After all the pre-hoisted inner partition boards are hoisted in place and fixed, use pumping equipment to move from the top of the pre-hoisted inner partition boards to the grooves formed between each board seam in turn. The groove 4 and end groove 7 formed by the wall panel and the pre-hoisted inner partition board on the top of the door and window, the groove 4 and the end formed by the pre-hoisted inner partition board on the window side and the pre-hoisted inner partition board under the window The grout 13 is poured into the groove 7 until the groove 4, the inter-board locking oblique hole 5 and the end groove 7 connected by grouting between the boards are filled, so that the gaps between the inner partition wall boards of various specifications and models are pre-installed The sealing is tight and the connection between the boards is firm;
(12)顶部贯通孔洞3内放入端头堵孔盘,端头堵孔盘通过竖向挂板10悬吊在贯通孔洞3顶部,顶部隔离软垫11固定在预吊装内隔墙板顶端; (12) Put the end plugging plate into the top through hole 3, the end plugging plate is suspended on the top of the through hole 3 through the vertical hanging plate 10, and the top isolation cushion 11 is fixed on the top of the pre-installed inner partition wall;
(13)绑扎混凝土梁钢筋,支设混凝土结构木模板18,浇筑混凝土19,混凝土19灌注入贯通孔洞3被圆形托板9托住、灌注入圆孔20握裹住插接钢筋8,形成圆形混凝土销柱15,顶部隔离软垫11宽度窄于墙板厚度的侧面由混凝土下沉边16填充,预吊装内隔墙板侧面与混凝土结构通过凹槽4、板间锁紧斜孔5整体浇筑在一起; (13) Bind concrete beam reinforcement, support concrete structure wooden formwork 18, pour concrete 19, pour concrete 19 into through hole 3, be supported by circular supporting plate 9, and pour into circular hole 20 to hold and wrap plug-in steel bar 8 to form Circular concrete pins 15, top isolation soft cushion 11 whose width is narrower than the thickness of the wall panel are filled with concrete sinking edge 16, the side of the pre-installed inner partition wall and the concrete structure pass through the groove 4 and the locking oblique hole 5 between the panels integrally poured together;
(14)拆除柱、梁、墙木模板18,拆除连接件及调节支撑杆17; (14) Remove columns, beams, and wall wooden formwork 18, remove connectors and adjust support rods 17;
(15)上一层混凝土结构柱、墙,填充墙体施工放线(反复上述工艺); (15) Concrete structural columns and walls on the upper layer, filling the wall construction and setting out (repeat the above process);
(16)待预吊装内隔墙板与建筑现浇混凝土结构全部完工后,安装门窗21,墙面满刮腻子,板缝处铺设耐碱网格布。 (16) After the pre-installation of the inner partition wall panels and the cast-in-place concrete structure of the building are all completed, the doors and windows 21 are installed, the walls are covered with putty, and alkali-resistant mesh cloth is laid on the joints of the panels.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510149187.6A CN104775550B (en) | 2015-04-01 | 2015-04-01 | Pre-installed interior partition wall panels and building structure integrated construction wall system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510149187.6A CN104775550B (en) | 2015-04-01 | 2015-04-01 | Pre-installed interior partition wall panels and building structure integrated construction wall system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104775550A true CN104775550A (en) | 2015-07-15 |
CN104775550B CN104775550B (en) | 2016-09-14 |
Family
ID=53617286
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510149187.6A Expired - Fee Related CN104775550B (en) | 2015-04-01 | 2015-04-01 | Pre-installed interior partition wall panels and building structure integrated construction wall system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104775550B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109594693A (en) * | 2018-12-20 | 2019-04-09 | 中冶建工集团有限公司 | A kind of antidetonation fishplate bar structure of ash concrete hollow strip panel |
CN110219397A (en) * | 2019-06-18 | 2019-09-10 | 内蒙古方圆建设工程有限公司 | First fill assembled steel screen frame pearlite concrete heat preservation and soundproof fire-resisting partition plate |
CN113898183A (en) * | 2021-10-26 | 2022-01-07 | 中国建筑第八工程局有限公司 | Mortar filling device of ceramsite concrete partition board and construction method thereof |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4590729A (en) * | 1983-11-09 | 1986-05-27 | Hegazi Wafaa Hamed | Modular construction system for the erection of buildings |
DE202005011486U1 (en) * | 2005-07-21 | 2005-09-22 | Vetra Betonfertigteilwerke Gmbh | Multilayer prefabricated wall for building has outer and inner layers made of lightweight foamed concrete with metal reinforcement bars on either side of central insulating layer with metal reinforcement |
KR20080005065U (en) * | 2007-04-27 | 2008-10-30 | ㈜익성텍 | Prefabricated wall with excellent sound insulation |
CN101503896A (en) * | 2009-02-04 | 2009-08-12 | 南通建筑工程总承包有限公司 | Vertical connection nodes of I-shaped shear wall |
CN202380609U (en) * | 2011-12-23 | 2012-08-15 | 宝钢建筑系统集成有限公司 | Pre-split-joint light wall plate capable of realizing industrial production |
CN203174814U (en) * | 2013-03-19 | 2013-09-04 | 中建保华建筑有限责任公司 | Enclosure wall spliced by light wall boards |
CN203795713U (en) * | 2014-03-26 | 2014-08-27 | 北京来利尔科技发展有限公司 | Plate-splicing type wall block |
CN204212287U (en) * | 2014-07-16 | 2015-03-18 | 马鞍山十七冶工程科技有限责任公司 | The assembled wall body of non-bearing self-insulating external wall panel |
CN204609048U (en) * | 2015-04-01 | 2015-09-02 | 王新强 | Pre-lifting inner partition plate and building structure integrated construction wall system |
-
2015
- 2015-04-01 CN CN201510149187.6A patent/CN104775550B/en not_active Expired - Fee Related
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4590729A (en) * | 1983-11-09 | 1986-05-27 | Hegazi Wafaa Hamed | Modular construction system for the erection of buildings |
DE202005011486U1 (en) * | 2005-07-21 | 2005-09-22 | Vetra Betonfertigteilwerke Gmbh | Multilayer prefabricated wall for building has outer and inner layers made of lightweight foamed concrete with metal reinforcement bars on either side of central insulating layer with metal reinforcement |
KR20080005065U (en) * | 2007-04-27 | 2008-10-30 | ㈜익성텍 | Prefabricated wall with excellent sound insulation |
CN101503896A (en) * | 2009-02-04 | 2009-08-12 | 南通建筑工程总承包有限公司 | Vertical connection nodes of I-shaped shear wall |
CN202380609U (en) * | 2011-12-23 | 2012-08-15 | 宝钢建筑系统集成有限公司 | Pre-split-joint light wall plate capable of realizing industrial production |
CN203174814U (en) * | 2013-03-19 | 2013-09-04 | 中建保华建筑有限责任公司 | Enclosure wall spliced by light wall boards |
CN203795713U (en) * | 2014-03-26 | 2014-08-27 | 北京来利尔科技发展有限公司 | Plate-splicing type wall block |
CN204212287U (en) * | 2014-07-16 | 2015-03-18 | 马鞍山十七冶工程科技有限责任公司 | The assembled wall body of non-bearing self-insulating external wall panel |
CN204609048U (en) * | 2015-04-01 | 2015-09-02 | 王新强 | Pre-lifting inner partition plate and building structure integrated construction wall system |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109594693A (en) * | 2018-12-20 | 2019-04-09 | 中冶建工集团有限公司 | A kind of antidetonation fishplate bar structure of ash concrete hollow strip panel |
CN110219397A (en) * | 2019-06-18 | 2019-09-10 | 内蒙古方圆建设工程有限公司 | First fill assembled steel screen frame pearlite concrete heat preservation and soundproof fire-resisting partition plate |
CN113898183A (en) * | 2021-10-26 | 2022-01-07 | 中国建筑第八工程局有限公司 | Mortar filling device of ceramsite concrete partition board and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN104775550B (en) | 2016-09-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104594525B (en) | Composite thermo-insulating wall board heat-preserving wall system integrated with building structure and construction technology | |
US10837166B2 (en) | Building structure and construction method for same | |
CN108005387B (en) | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall | |
CN106592859A (en) | Interior partition board and construction method | |
CN114033027B (en) | Ultra-low energy consumption integrated heat preservation assembled multi-storey house and installation method | |
CN105714962A (en) | External wall system of cast-in-situ prefabricated dismantling-free integral assembling heat-preservation external formwork and construction method | |
CN104775550B (en) | Pre-installed interior partition wall panels and building structure integrated construction wall system | |
CN213143104U (en) | Hoisting type finished product earth retaining enclosure device | |
CN107119826B (en) | Autoclaved aerated concrete plate filling wall and column connecting node structure and construction method thereof | |
CN115749043A (en) | Assembled building wallboard connected node structure | |
CN113502944B (en) | PC exterior wall cladding structure and construction process thereof | |
CN110924568A (en) | Method for constructing stair partition wall by adopting precast concrete hollow wall board | |
CN111749395B (en) | Hollow partition plate and vertical connection method thereof | |
CN118309278B (en) | Novel assembled ancient building and construction process | |
CN110593440B (en) | Construction method of prefabricated wall structure | |
CN204609048U (en) | Pre-lifting inner partition plate and building structure integrated construction wall system | |
CN118187363A (en) | UHPC prefabricated wallboard and construction method thereof | |
CN204001409U (en) | Precast composite slab | |
CN110685371A (en) | A kind of construction technology of rapid hoisting of prefabricated composite wall panels | |
CN100432347C (en) | Prefabricated building masonry wallboard | |
CN214738859U (en) | Connecting structure of concrete hollow partition board and vertical connecting plate | |
CN102777032B (en) | Installation method of prefabricated toilet | |
CN116145852A (en) | Assembled composite wallboard with novel drawknot piece and preparation method thereof | |
CN214364434U (en) | Assembled constructional column suitable for prefabricated wallboard of frame construction | |
CN210797967U (en) | Novel precast concrete module formwork constructional column structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
EXSB | Decision made by sipo to initiate substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 |