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CN107700749A - The structure and assembly method of through ribbed prefabricated one-way slabs entirely - Google Patents

The structure and assembly method of through ribbed prefabricated one-way slabs entirely Download PDF

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Publication number
CN107700749A
CN107700749A CN201710922931.0A CN201710922931A CN107700749A CN 107700749 A CN107700749 A CN 107700749A CN 201710922931 A CN201710922931 A CN 201710922931A CN 107700749 A CN107700749 A CN 107700749A
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China
Prior art keywords
pvc pipe
prefabricated
buried
slab
plate
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李明
魏大勇
李爽
吕安安
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN201710922931.0A priority Critical patent/CN107700749A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

本发明涉及预制装配式混凝土结构建筑领域,具体为一种穿筋式全预制单向板的结构及装配方法。该结构为预埋PVC管预制板和预埋PVC管叠合板两个部分对接组成,在预埋PVC管预制板的下层布置纵向受力钢筋和水平分布钢筋,预埋PVC管预制板的上层布置构造钢筋;在预埋PVC管预制板的中轴线处埋有板内PVC管,板内PVC管贯穿预埋PVC管预制板,板内PVC管的一端口处竖向连接灌浆PVC管入口,通过浇注混凝土形成预埋PVC管预制板;预埋PVC管叠合板具体结构与一号预制板大致相同,仅灌浆PVC管出口在预埋PVC管叠合板的另一侧设置。本发明装配式混凝土楼板采用全预制混凝土楼板,与装配式混凝土叠合板楼板和现浇混凝土楼板相比,湿作业量大大减小。The invention relates to the field of prefabricated assembled concrete structure buildings, in particular to a structure and an assembly method of a fully prefabricated one-way slab with reinforcement. The structure is composed of two parts, the pre-embedded PVC pipe prefabricated slab and the pre-embedded PVC pipe laminated slab. The longitudinal stress reinforcement and horizontal distribution steel bars are arranged on the lower layer of the pre-embedded PVC pipe prefabricated slab, and the upper layer of the pre-embedded PVC pipe prefabricated slab is arranged. Structural reinforcement; PVC pipes inside the board are buried at the central axis of the prefabricated PVC pipe board, and the PVC pipes in the board run through the prefabricated board of PVC pipes. The concrete is poured to form a prefabricated slab with pre-embedded PVC pipes; the specific structure of the pre-embedded PVC pipe laminated slab is roughly the same as that of the No. 1 prefabricated slab, only the outlet of the grouted PVC pipe is set on the other side of the pre-embedded PVC pipe laminated slab. The prefabricated concrete floor slab of the present invention adopts a fully prefabricated concrete floor slab, and compared with the assembled concrete laminated slab floor and cast-in-place concrete floor slab, the amount of wet work is greatly reduced.

Description

穿筋式全预制单向板的结构及装配方法The structure and assembly method of fully prefabricated one-way slab with reinforcement

技术领域technical field

本发明涉及预制装配式混凝土结构建筑领域,具体为一种穿筋式全预制单向板的结构及装配方法。The invention relates to the field of prefabricated assembled concrete structure buildings, in particular to a structure and an assembly method of a fully prefabricated one-way slab with reinforcement.

背景技术Background technique

装配式混凝土结构具有施工速度快、节能环保、现场湿作业量小等优点,近些年在国内得到了迅猛发展。楼板是装配式混凝土结构的重要组成构件。目前在装配式混凝土结构中,采用的楼板普遍是叠合板,即半预制、半现浇,这种楼板的湿作业量虽然较现浇楼板少,但也很大。在叠合板之前,装配式混凝土结构,采用的是全预制混凝土楼板,虽然现浇量很少,但因整体性差,逐渐被取缔。为此,本发明提供一种新型的整体性好的全预制装配式混凝土楼板结构及装配方法。The prefabricated concrete structure has the advantages of fast construction speed, energy saving and environmental protection, and small amount of wet work on site. It has developed rapidly in China in recent years. The floor is an important component of the prefabricated concrete structure. At present, in the prefabricated concrete structure, the floor slabs used are generally laminated slabs, that is, semi-prefabricated and semi-cast-in-place. Although the wet work volume of this kind of floor is less than that of cast-in-place floors, it is still very large. Before the laminated slab, the prefabricated concrete structure used a fully prefabricated concrete floor. Although the amount of cast-in-place was small, it was gradually banned due to poor integrity. Therefore, the present invention provides a novel fully prefabricated concrete floor structure and assembly method with good integrity.

发明内容Contents of the invention

本发明的目的是提供一种全预制装配式混凝土楼板结构及装配方法,实现各种全预制板的制作及全预制板间的连接,以满足实际设计与施工中的需要。The purpose of the present invention is to provide a fully prefabricated assembled concrete floor structure and assembly method to realize the production of various fully prefabricated slabs and the connection between all prefabricated slabs, so as to meet the needs of actual design and construction.

本发明的技术方案:Technical scheme of the present invention:

一种穿筋式全预制单向板的结构,该结构为预埋PVC管预制板和预埋PVC管叠合板两个部分对接组成,其中:A ribbed fully prefabricated one-way slab structure, which is composed of two parts of the prefabricated slab with pre-embedded PVC pipe and the laminated slab with pre-embedded PVC pipe, wherein:

(1)预埋PVC管预制板(1) Pre-embedded PVC pipe prefabricated board

在预埋PVC管预制板的下层布置纵向受力钢筋和水平分布钢筋,预埋PVC管预制板的上层布置构造钢筋;在预埋PVC管预制板的中轴线处埋有板内PVC管,板内PVC管贯穿预埋PVC管预制板,板内PVC管的一端口处竖向连接灌浆PVC管入口,通过浇注混凝土形成预埋PVC管预制板;The longitudinal stress reinforcement and horizontal distribution reinforcement are arranged on the lower layer of the pre-embedded PVC pipe prefabricated slab, and the structural steel bars are arranged on the upper layer of the pre-embedded PVC pipe prefabricated slab; the PVC pipe inside the board is buried at the central axis of the pre-embedded PVC pipe prefabricated board, and the board The inner PVC pipe runs through the pre-embedded PVC pipe prefabricated board, and one port of the inner PVC pipe is vertically connected to the entrance of the grouted PVC pipe, and the pre-embedded PVC pipe prefabricated board is formed by pouring concrete;

(2)预埋PVC管叠合板(2) Pre-embedded PVC pipe laminated board

在预埋PVC管叠合板的下层布置纵向受力钢筋和水平分布钢筋,预埋PVC管叠合板的上层布置构造钢筋;在预埋PVC管叠合板的中轴线处埋有板内PVC管,板内PVC管贯穿预埋PVC管叠合板,板内PVC管的一端口处竖向连接灌浆PVC管出口,通过浇注混凝土形成预埋PVC管叠合板。Longitudinal stress reinforcement and horizontal distribution reinforcement are arranged on the lower layer of the pre-embedded PVC pipe laminated slab, and structural steel bars are arranged on the upper layer of the pre-embedded PVC pipe laminated slab; PVC pipes in the board are buried at the central axis of the pre-embedded PVC pipe laminated slab. The inner PVC pipe runs through the pre-embedded PVC pipe laminated board, and one port of the inner PVC pipe is vertically connected to the outlet of the grouted PVC pipe, and the pre-embedded PVC pipe laminated board is formed by pouring concrete.

所述的穿筋式全预制单向板的结构,灌浆PVC管入口底端与预埋PVC管预制板的板内PVC管贯通。In the structure of the fully prefabricated one-way slab with cross-reinforcement, the bottom end of the entrance of the grouted PVC pipe is connected with the PVC pipe in the prefabricated slab of the prefabricated PVC pipe.

所述的穿筋式全预制单向板的结构,灌浆PVC管出口底端与预埋PVC管叠合板的板内PVC管贯通。In the structure of the fully prefabricated one-way slab with piercing ribs, the bottom end of the outlet of the grouted PVC pipe is connected with the PVC pipe in the pre-embedded PVC pipe laminated board.

所述的穿筋式全预制单向板的结构,插入连接钢筋从预埋PVC管预制板的板内PVC管插入预埋PVC管叠合板的板内PVC管中,插入连接钢筋的两端分别处于板内PVC管的非拼接处端口,预埋PVC管预制板和预埋PVC管叠合板之间通过板内PVC管中的插入连接钢筋和灌浆料连接。In the structure of the full prefabricated one-way slab through the reinforcement, the connecting steel bars are inserted into the PVC pipes in the pre-embedded PVC pipe prefabricated board into the PVC pipe in the board of the pre-embedded PVC pipe laminated board, and the two ends of the connecting steel bars are inserted respectively It is located at the non-splicing port of the PVC pipe in the board, and the prefabricated board of the embedded PVC pipe and the laminated board of the embedded PVC pipe are connected through the inserted connecting steel bars and grouting materials in the PVC pipe in the board.

所述穿筋式全预制单向板的结构的装配方法,包括如下步骤:The method for assembling the structure of the reinforced fully prefabricated one-way slab comprises the following steps:

(1)将预埋PVC管预制板与预埋PVC管叠合板放置相同水平高度处,预埋PVC管预制板和预埋PVC管叠合板的侧边底部边缘线相接,预埋PVC管预制板和预埋PVC管叠合板的板内PVC管在同一水平位置,并紧密接触,预埋PVC管预制板的灌浆PVC管入口和预埋PVC管叠合板的灌浆PVC管出口分别位于预埋PVC管预制板和预埋PVC管叠合板的外侧;(1) Place the pre-embedded PVC pipe prefabricated board and the pre-embedded PVC pipe laminated board at the same level. The board and the PVC pipe in the pre-embedded PVC pipe laminated board are at the same horizontal position and are in close contact. The grouting PVC pipe inlet of the pre-embedded PVC pipe prefabricated board and the grouted PVC pipe outlet of the pre-embedded PVC pipe laminated board are respectively located in the pre-embedded PVC pipe The outer side of the pipe prefabricated board and the pre-embedded PVC pipe laminated board;

(2)将插入连接钢筋从预埋PVC管预制板的板内PVC管插入预埋PVC管叠合板的板内PVC管中,封堵板内PVC管的非拼接处的端口,并将拼接处密封处理,依次从灌浆PVC管入口灌入灌浆料,直至灌浆料从灌浆PVC管出口溢出,完成预埋PVC管预制板与预埋PVC管叠合板之间的连接。(2) Insert the inserted connecting steel bar from the PVC pipe in the pre-embedded PVC pipe prefabricated board into the PVC pipe in the board of the pre-embedded PVC pipe laminated board, block the non-joint port of the PVC pipe in the board, and place the joint Sealing treatment, pour grouting material from the entrance of the grouting PVC pipe in sequence until the grouting material overflows from the outlet of the grouting PVC pipe, and complete the connection between the prefabricated board of the pre-embedded PVC pipe and the laminated board of the pre-embedded PVC pipe.

本发明的优点及有益效果是:Advantage of the present invention and beneficial effect are:

1、本发明装配式混凝土楼板采用全预制混凝土楼板,与装配式混凝土叠合板楼板和现浇混凝土楼板相比,湿作业量大大减小。1. The prefabricated concrete floor slab of the present invention adopts a fully prefabricated concrete floor slab, and compared with the prefabricated concrete laminated slab floor and cast-in-place concrete floor slab, the amount of wet work is greatly reduced.

2、本发明全预制混凝土楼板,因改变了原有预制板的结构,板与板之间的连接更可靠,整体性更好,完全满足工程需要。2. The fully prefabricated concrete floor slab of the present invention changes the structure of the original prefabricated slab, the connection between the slabs is more reliable, and the integrity is better, which fully meets the engineering needs.

3、本发明同装配率高,节能环保、符合绿色建筑发展的要求等装配式混凝土结构的优点。3. The invention has the advantages of a prefabricated concrete structure such as high assembly rate, energy saving and environmental protection, and meeting the requirements of green building development.

附图说明Description of drawings

图1是一号预制板配筋及PVC管灌浆孔的三维图。Figure 1 is a three-dimensional view of the No. 1 prefabricated slab reinforcement and PVC pipe grouting holes.

图2是一号预制板的三维图。Fig. 2 is a three-dimensional view of No. 1 prefabricated panel.

图3是二号叠合板配筋及PVC管灌浆孔的三维图。Fig. 3 is a three-dimensional diagram of the reinforcement of the No. 2 laminated slab and the grouting hole of the PVC pipe.

图4是二号叠合板的三维图。Fig. 4 is a three-dimensional view of the No. 2 laminated plate.

图5是一号预制板与二号叠合板拼接过程的三维图。Figure 5 is a three-dimensional view of the splicing process of No. 1 prefabricated panel and No. 2 laminated panel.

图6是一号预制板与二号叠合板拼接完成的三维图。Figure 6 is a three-dimensional view of the completed splicing of No. 1 prefabricated panel and No. 2 laminated panel.

图中,1构造钢筋;2纵向受力钢筋;3水平分布钢筋;4灌浆PVC管入口;5板内PVC管;6一号预制板;7灌浆PVC管出口;8二号叠合板;9插入连接钢筋。In the figure, 1 structural reinforcement; 2 longitudinal stress reinforcement; 3 horizontal distribution reinforcement; 4 grouting PVC pipe entrance; Connect the bars.

具体实施方式:detailed description:

如图1-图6所示,本发明穿筋式全预制单向板的结构及装配方法,主要包括:预埋PVC管预制板(图2)和预埋PVC管叠合板(图4)两个部分组成。As shown in Figures 1 to 6, the structure and assembly method of the present invention's reinforced fully prefabricated one-way slab mainly includes: prefabricated slabs with pre-embedded PVC pipes (Fig. 2) and laminated slabs with pre-embedded PVC pipes (Fig. 4). consists of parts.

(1)如图1-图2所示,一号预制板(预埋PVC管预制板)具体结构如下:(1) As shown in Figure 1-2, the specific structure of No. 1 prefabricated panel (prefabricated panel with embedded PVC pipe) is as follows:

在一号预制板6的下层布置纵向受力钢筋2和水平分布钢筋3,一号预制板6的上层布置构造钢筋1;在一号预制板6的中轴线处埋有板内PVC管5,板内PVC管5贯穿一号预制板6,板内PVC管5的一端口处竖向连接灌浆PVC管入口4,通过浇注混凝土形成一号预制板6。On the lower layer of the No. 1 prefabricated slab 6, the longitudinal stress reinforcement 2 and the horizontally distributed reinforcement 3 are arranged, and the upper layer of the No. 1 prefabricated slab 6 is arranged with the structural reinforcement 1; at the central axis of the No. 1 prefabricated slab 6, a PVC pipe 5 is embedded in the panel. The PVC pipe 5 in the panel runs through the No. 1 prefabricated slab 6, and one port of the PVC pipe 5 in the panel is vertically connected to the entrance 4 of the grouting PVC pipe, and the No. 1 precast slab 6 is formed by pouring concrete.

其中,构造钢筋1、纵向受力钢筋2、水平分布钢筋3根据实际工程计算确定,计算方法同现浇板,灌浆PVC管入口4底端与板内PVC管5贯通。Among them, the structural reinforcement 1, the longitudinal stress reinforcement 2, and the horizontal distribution reinforcement 3 are determined according to actual engineering calculations. The calculation method is the same as that of the cast-in-place slab. The bottom end of the grouted PVC pipe inlet 4 is connected with the PVC pipe 5 in the slab.

(2)如图3-图4所示,二号叠合板(预埋PVC管叠合板)具体结构如下:(2) As shown in Figure 3-4, the specific structure of the No. 2 laminated board (pre-embedded PVC pipe laminated board) is as follows:

在二号叠合板8的下层布置纵向受力钢筋2和水平分布钢筋3,二号叠合板8的上层布置构造钢筋1;在二号叠合板8的中轴线处埋有板内PVC管5,板内PVC管5贯穿二号叠合板8,板内PVC管5的一端口处竖向连接灌浆PVC管出口7,通过浇注混凝土形成二号叠合板8。In the lower layer of the No. 2 laminated slab 8, the longitudinal stress reinforcement 2 and the horizontal distribution reinforcement 3 are arranged, and the structural reinforcement 1 is arranged in the upper layer of the No. 2 laminated slab 8; PVC pipes 5 are buried in the central axis of the No. 2 laminated slab 8, The PVC pipe 5 in the board runs through the No. 2 laminated board 8, and one port of the PVC pipe 5 in the board is vertically connected to the outlet 7 of the grouting PVC pipe, and the No. 2 laminated board 8 is formed by pouring concrete.

其中,构造钢筋1、纵向受力钢筋2、水平分布钢筋3根据实际工程计算确定,计算方法同现浇板,灌浆PVC管出口7底端与板内PVC管5贯通。Among them, the structural reinforcement 1, the longitudinal stress reinforcement 2, and the horizontal distribution reinforcement 3 are determined according to actual engineering calculations. The calculation method is the same as that of the cast-in-place slab. The bottom end of the grouted PVC pipe outlet 7 is connected with the PVC pipe 5 in the slab.

二号叠合板具体结构与一号预制板大致相同,仅灌浆PVC管出口7在二号叠合板8的另一侧设置。The specific structure of the No. 2 laminated board is roughly the same as that of the No. 1 prefabricated board, only the outlet 7 of the grouting PVC pipe is provided on the other side of the No. 2 laminated board 8 .

(3)如图5-图6所示,一号预制板6与二号叠合板8之间的连接,其连接结构和方法如下:(3) As shown in Figures 5-6, the connection structure and method of the connection between the No. 1 prefabricated slab 6 and the No. 2 laminated slab 8 are as follows:

将一号预制板6与二号叠合板8放置相同水平高度处,一号预制板6和二号叠合板8的侧边底部边缘线相接,一号预制板6和二号叠合板8的板内PVC管5在同一水平位置,并紧密接触,一号预制板6的灌浆PVC管入口4和二号叠合板8的灌浆PVC管出口7分别位于一号预制板6和二号叠合板8的外侧;将插入连接钢筋9从一号预制板6的板内PVC管5插入二号叠合板8的板内PVC管5中,封堵板内PVC管5的非拼接处的端口,并将拼接处密封处理,依次从灌浆PVC管入口4灌入灌浆料,直至灌浆料从灌浆PVC管出口7溢出,完成一号预制板6与二号叠合板8之间的连接。Place the No. 1 prefabricated slab 6 and the No. 2 laminated slab 8 at the same level, the side bottom edges of the No. 1 prefabricated slab 6 and the No. 2 laminated slab 8 are connected, and the No. 1 prefabricated slab 6 and the No. 2 laminated slab 8 The PVC pipes 5 in the panels are at the same horizontal position and are in close contact. The inlet 4 of the grouting PVC pipe of the No. 1 precast panel 6 and the outlet 7 of the grouting PVC tube of the No. 2 laminated panel 8 are located at the No. 1 precast panel 6 and the No. 2 laminated panel 8 respectively. Insert the connecting steel bar 9 from the PVC pipe 5 in the board of the No. 1 prefabricated board 6 into the PVC pipe 5 in the board of the second laminated board 8, block the port of the non-splicing part of the PVC pipe 5 in the board, and The splicing part is sealed, and the grouting material is sequentially poured from the grouting PVC pipe inlet 4 until the grouting material overflows from the grouting PVC pipe outlet 7, and the connection between the No. 1 prefabricated board 6 and the No. 2 laminated board 8 is completed.

实例实施结果表明,本发明的装配式混凝土全预制单向板,安装方便,湿作业量很小,装配率高,节能环保、板与板之间的连接更可靠,整体性好,完全满足工程设计和施工需要,符合绿色建筑发展要求等,工程应用前景广阔。The implementation results of the examples show that the prefabricated prefabricated concrete one-way slab of the present invention is easy to install, has a small amount of wet work, high assembly rate, energy saving and environmental protection, more reliable connection between the slabs, good integrity, and fully meets the requirements of the project. Design and construction needs, in line with the development requirements of green buildings, etc., engineering application prospects are broad.

Claims (5)

1. the structure of a kind of through ribbed prefabricated one-way slabs entirely, it is characterised in that the structure is pre-buried pvc pipe prefabricated board and pre-buried Two part docking compositions of pvc pipe superimposed sheet, wherein:
(1) pre-buried pvc pipe prefabricated board
Arrange Reinforcement and horizontal distribution reinforcing bar in the lower floor of pre-buried pvc pipe prefabricated board, pre-buried pvc pipe prefabricated board it is upper Layer arrangement distributing bar;Pvc pipe in plate is embedded with the axis of pre-buried pvc pipe prefabricated board, pvc pipe runs through pre-buried PVC in plate Pipe prefabricated board, grouting pvc pipe entrance is vertically connected in plate at the Single port of pvc pipe, pre-buried pvc pipe is formed by pouring into a mould concrete Prefabricated board;
(2) pre-buried pvc pipe superimposed sheet
Arrange Reinforcement and horizontal distribution reinforcing bar in the lower floor of pre-buried pvc pipe superimposed sheet, pre-buried pvc pipe superimposed sheet it is upper Layer arrangement distributing bar;Pvc pipe in plate is embedded with the axis of pre-buried pvc pipe superimposed sheet, pvc pipe runs through pre-buried PVC in plate Pipe superimposed sheet, the outlet of grouting pvc pipe is vertically connected in plate at the Single port of pvc pipe, pre-buried pvc pipe is formed by pouring into a mould concrete Superimposed sheet.
2. according to the structure of the prefabricated one-way slabs entirely of the through ribbed described in claim 1, it is characterised in that grouting pvc pipe entrance bottom End penetrates with pvc pipe in the plate of pre-buried pvc pipe prefabricated board.
3. according to the structure of the prefabricated one-way slabs entirely of the through ribbed described in claim 1, it is characterised in that grouting pvc pipe outlet bottom End penetrates with pvc pipe in the plate of pre-buried pvc pipe superimposed sheet.
4. according to the structure of the prefabricated one-way slabs entirely of the through ribbed described in claim 1, it is characterised in that insertion connection reinforcing bar is from pre- Bury pvc pipe in the plate of pvc pipe prefabricated board to insert in the plate of pre-buried pvc pipe superimposed sheet in pvc pipe, the both ends point of insertion connection reinforcing bar Other places pass through PVC in plate in the non-stitching portion port of pvc pipe in plate between pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet Insertion connection reinforcing bar in pipe connects with grouting material.
A kind of 5. assembly method of one of Claims 1-4 through ribbed structure of prefabricated one-way slabs entirely, it is characterised in that Comprise the following steps:
(1) pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet are placed at identical height level, pre-buried pvc pipe prefabricated board and The side bottom edge line of pre-buried pvc pipe superimposed sheet connects, PVC in the plate of pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet Pipe is in close contact in the same horizontal position, the grouting pvc pipe entrance of pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet Pvc pipe outlet be in the milk respectively positioned at the outside of pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet;
(2) connection reinforcing bar pvc pipe out of pre-buried pvc pipe prefabricated board plate will be inserted and insert PVC in the plate of pre-buried pvc pipe superimposed sheet Guan Zhong, the port of the non-stitching portion of pvc pipe in plugging plate, and by stitching portion encapsulation process, poured into successively from grouting pvc pipe entrance Grouting material, until grouting material overflows from the outlet of grouting pvc pipe, complete between pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet Connection.
CN201710922931.0A 2017-09-30 2017-09-30 The structure and assembly method of through ribbed prefabricated one-way slabs entirely Pending CN107700749A (en)

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CN109281426A (en) * 2018-10-19 2019-01-29 浙江工业大学 A fully assembled prestressed concrete two-way slab structure and its design and installation method
CN112012384A (en) * 2020-07-29 2020-12-01 绍兴文理学院 One-way laminated slab without ribs at end of close-spliced connecting plate and construction method thereof
CN115369911A (en) * 2022-08-30 2022-11-22 中国建筑第八工程局有限公司 Prefabricated foundation and construction method thereof

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