WO2019085176A1 - 承重加气块装配式墙板体和楼板体 - Google Patents

承重加气块装配式墙板体和楼板体 Download PDF

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Publication number
WO2019085176A1
WO2019085176A1 PCT/CN2017/116104 CN2017116104W WO2019085176A1 WO 2019085176 A1 WO2019085176 A1 WO 2019085176A1 CN 2017116104 W CN2017116104 W CN 2017116104W WO 2019085176 A1 WO2019085176 A1 WO 2019085176A1
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steel pipe
core layer
load
supporting steel
concrete
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PCT/CN2017/116104
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English (en)
French (fr)
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史世英
史炯一
濮梓闻
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史世英
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building 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
    • E04C2/044—Building 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 of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building 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
    • E04C2/06—Building 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E04C2/523—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling for ventilating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building 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
    • E04C2/049—Building 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 completely or partially of insulating material, e.g. cellular concrete or foamed plaster

Definitions

  • the invention relates to a load-bearing aerated block assembling wall panel body and a floor panel body, and belongs to the technical field of walls of a fixed building.
  • the current residential construction adopts on-site construction and on-site concrete pouring.
  • the complete on-site construction has the following defects: on-site construction procedures and management are complicated, construction costs are large; construction waste is more, construction sites are not easy to clean; noise on site construction is seriously affected
  • the living and work of the surrounding residents is not conducive to the protection of the environment; due to the influence of construction materials, climatic conditions, on-site management, and the quality of workers, the quality of on-site construction is not easy to guarantee.
  • aerated blocks are commonly used.
  • the aerated blocks have the advantages of light weight, high heat preservation efficiency, good sound absorption and processability, but the existing air-filling blocks are used.
  • the concrete layer is painted on site, which is easy to crack, and it is difficult to disperse after rainwater leakage, affecting the heat preservation effect and service life, and even making the wall moldy.
  • the fixing of the air-filling block is not firm, the construction process is cumbersome, and the construction quality is not guaranteed.
  • the technical problem to be solved by the present invention is to address the deficiencies of the prior art, and propose a load-bearing aerated block assembly wall panel and a floor panel which are dedicated to the safe, rapid and firm installation of the aerated block wall and the floor panel body.
  • a load-bearing aerated block-assembled wall panel body is a pre-formed piece before the existing masonry wall construction.
  • the plate body, the load-bearing aerated block assembled wall plate body is composed of an outer concrete plate body, an aerated block core layer and an inner concrete plate body arranged in order from the outside to the inner, and the outer concrete plate body is provided with an outer reinforcing mesh network a piece, the inner concrete slab is provided with an inner reinforcing mesh piece,
  • the inner and outer steel mesh sheets are welded or hooked with connecting steel bars, and the connecting steel bars pass through the air-filling block core layer;
  • the gas-filling block core layer is formed with steel pipe mounting holes penetrating the upper and lower surfaces thereof.
  • the steel pipe mounting hole is provided with a supporting steel pipe
  • the supporting steel pipe is provided with a concrete through hole penetrating through the inner and outer walls of the steel pipe, and a positioning member for fixing the supporting steel pipe in the steel pipe mounting hole
  • the concrete pipe of the supporting steel pipe is solidified with concrete poured inside and outside.
  • the effect of the above technical solution of the present invention is as follows: 1) by providing a core layer of the aerated block between the inner and outer concrete plates, respectively, inner and outer steel mesh plates are arranged inside and outside the concrete plate body, inside and outside.
  • the steel mesh is welded or hooked to the connecting steel bar, and the connecting steel bar is passed through the core layer of the gas filling block, and the supporting steel pipe is inserted in the steel pipe mounting hole, and the concrete pipe is solidified inside and outside the pipe hole of the supporting steel pipe, and the floor is at the floor.
  • the supporting steel pipe and the supporting steel pipe adjacent to the lower floor can be inserted and fixed with each other, and the steel pipe in the slab can be connected with the steel pipe in the wall plate body by a special joint, and the overall structure is firm, and the light heat insulation can be realized but the strength can be achieved.
  • the poor aerated core layer wall panel can be used as a load-bearing wall body, which is not available in the prior art; 2)
  • the invention is a prefabricated wall panel body, which can be pre-made in the factory and then on the construction site. The assembly saves the construction time, improves the construction quality, improves the sound insulation and shock resistance, and can reduce the construction cost.
  • outer concrete plate body and/or the air-filling block core layer is provided with air passage holes penetrating the upper and lower surfaces thereof.
  • the effect of the above technical solution is that: by forming an air passage hole penetrating the upper and lower surfaces of the outer concrete plate body and/or the air-filling block core layer, heat dissipation and dehumidification can be performed, so that the wall can be cooled under the sun day. Above 30°, it is not easy to crack and leak rainwater.
  • a further improvement of one of the above technical solutions is that the air passage holes on the core layer of the air-filling block are milled air passage holes.
  • One of the improvements of one of the above technical solutions is that the aerated core layer and the inner and outer concrete plates are bonded to each other.
  • a second improvement of one of the above technical solutions is that two supporting steel pipes adjacent to each other are inserted into each other and a connecting nut sleeve is screwed at the plugging portion.
  • the third of the above technical solutions is that the lower end of the supporting steel pipe is provided with an inner tube which can be inserted into the upper end of the lower adjacent supporting steel pipe, and the supporting steel pipe with the inner tube is inserted.
  • a connecting hole penetrating the supporting steel pipe and the inner tube, and a pin key for fixing and connecting the upper and lower supporting steel pipes is inserted into the connecting hole.
  • the fourth improvement of one of the above technical solutions is that the positioning member is a positioning ring fixed on the supporting steel pipe or a plurality of T-shaped steel wires which are arranged on the supporting steel pipe and are evenly distributed along the circumference of the supporting steel pipe.
  • a fifth perfect solution of the above technical solution is that the core layer of the aerated block is formed by abutting a plurality of aerating blocks, and the connecting bars are disposed in the butt joints of the two aerating blocks and enter the pair The cast-in-place concrete in the joint is consolidated.
  • the second technical solution is: a load-bearing aerated block assembled floor body, the load-bearing aerated block assembled floor body is a pre-made plate body before the existing floor construction, the load-bearing aerated block assembled floor
  • the body is composed of an upper concrete plate body, an aerated block core layer and a lower concrete plate body arranged in order from top to bottom, wherein the upper concrete plate body is provided with an upper steel mesh plate, and the lower concrete plate body is provided with a lower steel bar a mesh sheet, wherein the upper and lower steel mesh sheets are welded or hooked with connecting steel bars, and the connecting steel bars pass through the air-filling block core layer;
  • the gas-filling block core layer is formed with the left and right surfaces thereof a reinforcing block core layer of the steel pipe mounting hole, wherein the steel pipe mounting hole is provided with a supporting steel pipe, and the supporting steel pipe is provided with a concrete through hole penetrating the inner and outer walls of the steel pipe and fixing the supporting steel pipe to
  • FIG. 1 is a schematic view showing the structure of a load-bearing augmented block assembled wall panel according to a first embodiment of the present invention.
  • Figure 2 is a schematic view of the assembly of Figure 1.
  • Fig. 3 is an enlarged view of a portion A of Fig. 1.
  • Fig. 4 is a view showing the internal structure of Fig. 1;
  • Fig. 5 is an enlarged view of B of Fig. 4;
  • Figure 6 is a schematic view showing the structure of the supporting steel pipe of Figure 1.
  • Figure 7 is a schematic view showing the structure of the connecting nut sleeve of Figure 1.
  • the load-bearing aerated block-assembled wall panel body is a panel body pre-formed before the existing masonry wall construction.
  • the load-bearing aerated block assembled wall panel body is composed of an outer concrete slab body 1 , an aerating block core layer 2 and an inner concrete slab body 3 arranged in order from the outside to the inside.
  • the outer concrete plate body 1 is provided with an outer steel mesh piece 1-1
  • the inner concrete plate body 3 is provided with an inner steel mesh piece 3-1.
  • the connecting steel bars 4 are welded or hooked between the inner and outer steel mesh sheets, and the connecting steel bars 4 are passed through the reinforcing layer core layer 2.
  • the connecting bars 4 are disposed in the butt joints of the two aerating blocks and are consolidated with the cast-in-place concrete entering the pair of joints.
  • the aerated core layer 2 is an aerated core layer formed with a steel pipe mounting hole penetrating the upper and lower surfaces thereof, and a support steel pipe 7 is bored in the steel pipe mounting hole 6.
  • the support steel pipe 7 is provided with a concrete passage hole penetrating through the inner and outer walls of the steel pipe, and a positioning member for fixing the support steel pipe in the steel pipe mounting hole 6, and the concrete pipe is solidified and poured inside and outside the pipe hole of the support steel pipe 7.
  • the outer concrete slab 1 and/or the aerated core layer 2 of the present embodiment are provided with air passage holes 5 penetrating the upper and lower surfaces thereof.
  • the airway holes in the aerated core layer 2 are milled airway holes.
  • the aerated core layer 2 of the present embodiment is bonded and fixed to the inner and outer concrete slabs.
  • the two upper and lower supporting steel pipes of the present embodiment are inserted into each other and the connecting nut sleeve 8 is screwed at the plugging portion.
  • the supporting steel pipe in which the inner tube is inserted is formed with a plurality of connecting holes penetrating the supporting steel pipe and the inner tube. A pin for fixing the upper and lower support steel pipes is inserted into the connecting hole.
  • the positioning member of this embodiment is a positioning ring fixed on the supporting steel pipe or a plurality of T-shaped steel wires which are arranged on the supporting steel pipe and uniformly distributed along the circumference of the supporting steel pipe.
  • the load-bearing aerated block-assembled floor panel of the embodiment is basically the same as the wall panel structure concept of the first embodiment, and the details are as follows:
  • the load-bearing aerated block-assembled floor panel is a pre-formed plate body before the existing floor slab construction, and the load-bearing aerated block-assembled floor slab body is an upper concrete slab body and a gas-filling block arranged in order from top to bottom.
  • the core layer and the lower concrete plate body are composed, the upper concrete plate body is provided with an upper steel mesh plate, the lower concrete plate body is provided with a lower steel mesh plate, and the upper and lower steel mesh plates are welded or hooked with connecting steel bars, and the connecting steel bars are worn. Pass through the aerated core layer.
  • the aerated core layer is a gas-filled core layer formed by a steel pipe mounting hole penetrating the left and right surfaces thereof, and the steel pipe mounting hole is provided with a supporting steel pipe, and the supporting steel pipe is provided with a concrete through hole penetrating the inner and outer walls of the steel pipe. And a positioning member for fixing the supporting steel pipe in the steel pipe mounting hole, and the pouring concrete is solidified inside and outside the pipe hole of the supporting steel pipe.
  • a space layer of about 160 mm of the slab body is reserved at the upper and lower joints of the wall slabs, and a U-shaped pipe joint is arranged on the supporting steel pipes 7 of the space layer. , respectively, support the steel pipe 7, the connecting ring beam and the supporting steel pipe in the core layer of the aerating block in the floor body, and can be installed on several layers by layers.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
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Abstract

一种承重加气块装配式墙板体和楼板体，该墙板体是在现有砌墙施工前预先制成的一片板体，该墙板体是由内、外混凝土板体（1，3）和加气块芯层（2）组成，外混凝土板体（1）内设有外钢筋网片（1-1），内混凝土板体（3）内设有内钢筋网片（3-1），内、外钢筋网片（1-1，3-1）之间焊接或勾接有连接钢筋（4），连接钢筋（4）穿过加气块芯层（2）；加气块芯层（2）上制有贯通其上、下表面的钢管安装孔（6），钢管安装孔（6）内穿设有支撑钢管（7），支撑钢管（7）上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，支撑钢管的管孔内外均凝固有浇筑的混凝土。该墙板体和楼板体专用于轻质自保温承重的加气块墙板体和楼板体进行安全、快速和牢固安装。

Description

承重加气块装配式墙板体和楼板体 技术领域
本发明涉及一种承重加气块装配式墙板体和楼板体，属于固定建筑物的墙技术领域。
背景技术
目前的住宅建设采用现场施工和现场浇注混凝土的方法，完全的现场施工有以下缺陷：现场施工程序及管理复杂，建设成本较大；建筑垃圾较多，建筑场地不易清洁；现场施工的噪声严重影响周围居民的生活和工作，不利于环境的保护；由于受建筑材料、气候条件、现场管理、工人素质等因素的影响，现场施工质量也不容易得到保证。
因此，国家大力推广装配式建筑，现在在高层建筑中，普遍采用加气块，加气块具有容重轻，保温效能高，吸音好和可加工等优点，但是，现有的加气块都用于非承重填充墙，均在现场粉刷混凝土层，极易开裂，渗漏雨水后散发难，影响保温效果及使用寿命，甚至使墙体霉变。且加气块的固定不牢固，施工工序繁琐，施工质量得不到保证。
发明内容
本发明要解决的技术问题是针对现有技术不足，提出一种专用于加气块墙体和楼板体进行安全、快速和牢固安装的承重加气块装配式墙板体和楼板体。
本发明为解决上述技术问题提出的技术方案之一是：一种承重加气块装配式墙板体，该承重加气块装配式墙板体是在现有砌墙施工前预先制成的一片板体，该承重加气块装配式墙板体是由从外到内依次设置的外混凝土板体、加气块芯层和内混凝土板体组成，所述外混凝土板体内设有外钢筋网片，所述内混凝土板体内设有内钢筋网片，所 述内、外钢筋网片之间焊接或勾接有连接钢筋，所述连接钢筋穿过加气块芯层；所述加气块芯层是制有贯通其上、下表面的钢管安装孔的加气块芯层，所述钢管安装孔内穿设有支撑钢管，所述支撑钢管上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，所述支撑钢管的管孔内外均凝固有浇筑的混凝土。
本发明采用上述技术方案的效果是：1)通过将加气块芯层设于内、外混凝土板体之间，分别在内、外混凝土板体内设有内、外钢筋网片，内、外钢筋网片之间焊接或勾接有连接钢筋，连接钢筋穿过加气块芯层，将支撑钢管穿设在钢管安装孔内，支撑钢管的管孔内外均凝固有浇筑的混凝土，本楼层处的支撑钢管与下楼层相邻处的支撑钢管之间可彼此插入进行固定，并可将楼板中钢管与墙板体中的钢管以专用接头连接，整体结构牢固，能够实现使轻质保温但强度较差的加气块芯层墙板体可作为承重墙体进行使用，这是现有技术所没有的；2)本发明是预制墙板体，可以在工厂内预先制作好，再在施工现场进行装配，节约了施工时间，提高了施工质量，提高了隔音隔热及抗震性能并可大福降低工程造价。
上述技术方案之一的改进是：所述外混凝土板体和/或加气块芯层上制有贯通其上下表面的气道孔。
本发明采用上述技术方案的效果是：通过在外混凝土板体和/或加气块芯层上制有贯通其上下表面的气道孔，可以散热抽湿，使得墙体在炎日下可降温差30°以上，不容易开裂渗漏雨水。
上述技术方案之一的进一步改进是：所述加气块芯层上的气道孔是铣出的气道孔。
上述技术方案之一的完善之一是：所述加气块芯层与内、外混凝土板体之间彼此粘接固定。
上述技术方案之一的完善之二是：上下相邻的两个支撑钢管之间彼此插接且在该插接处螺接有连接螺母套。
上述技术方案之一的完善之三是：所述支撑钢管的下端设有可插合入下层相邻支撑钢管上端中的内榫管，插合有所述内榫管的支撑钢管处制有多个贯通支撑钢管和内榫管的连接孔，所述连接孔中插入有用于固定连接上、下支撑钢管的销键。
上述技术方案之一的完善之四是：所述定位件是固定在支撑钢管上的定位环或是设在支撑钢管上并沿支撑钢管周圈均布的多个T形钢丝。
上述技术方案之一的完善之五是：所述加气块芯层是由多块加气块对接而成，所述连接钢筋设在两块加气块的对接缝中并与进入该对接缝中的现浇混凝土固结。
上述技术方案之二是：一种承重加气块装配式楼板体，该承重加气块装配式楼板体是在现有楼板施工前预先制成的一片板体，该承重加气块装配式楼板体是由从上到下依次设置的上混凝土板体、加气块芯层和下混凝土板体组成，所述上混凝土板体内设有上钢筋网片，所述下混凝土板体内设有下钢筋网片，所述上、下钢筋网片之间焊接或勾接有连接钢筋，所述连接钢筋穿过加气块芯层；所述加气块芯层是制有贯通其左、右表面的钢管安装孔的加气块芯层，所述钢管安装孔内穿设有支撑钢管，所述支撑钢管上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，所述支撑钢管的管孔内外均凝固有浇筑的混凝土。
附图说明
下面结合附图对本发明作进一步说明：
图1是本发明实施例一的承重加气块装配式墙板体的结构示意图。
图2是图1的装配示意图。
图3是图1的A处放大图。
图4是图1的内部结构图。
图5是图4的B处放大图。
图6是图1中支撑钢管的结构示意图。
图7是图1中连接螺母套的结构示意图。
具体实施方式
实施例一
本实施例的承重加气块装配式墙板体，如图1至图5所示，该承重加气块装配式墙板体是在现有砌墙施工前预先制成的一片板体。
该承重加气块装配式墙板体是由从外到内依次设置的外混凝土板体1、加气块芯层2和内混凝土板体3组成。
外混凝土板体1内设有外钢筋网片1-1，内混凝土板体3内设有内钢筋网片3-1。内、外钢筋网片之间焊接或勾接有连接钢筋4，连接钢筋4穿过加气块芯层2。
在加气块芯层2是由多块加气块对接而成时，连接钢筋4设在两块加气块的对接缝中并与进入该对接缝中的现浇混凝土固结。
加气块芯层2是制有贯通其上、下表面的钢管安装孔的加气块芯层，钢管安装孔6内穿设有支撑钢管7。
支撑钢管7上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔6内的定位件，支撑钢管7的管孔内外均凝固有浇筑的混凝土。
本实施例的外混凝土板体1和/或加气块芯层2上制有贯通其上下表面的气道孔5。加气块芯层2上的气道孔是铣出的气道孔。
本实施例的加气块芯层2与内、外混凝土板体之间彼此粘接固定。
如图6和图7所示，本实施例的上下相邻的两个支撑钢管之间彼此插接且在该插接处螺接有连接螺母套8。当然，在支撑钢管的下端设有可插合入下层相邻支撑钢管上端中的内榫管时，插合有内榫管的支撑钢管处制有多个贯通支撑钢管和内榫管的连接孔，连接孔中插入有用于固定连接上、下支撑钢管的销键。
本实施例的定位件是固定在支撑钢管上的定位环或是设在支撑钢管上并沿支撑钢管周圈均布的多个T形钢丝。
实施例二
本实施例的承重加气块装配式楼板体，是与实施例一中墙板体结构构思基本相同，具体如下：
该承重加气块装配式楼板体是在现有楼板施工前预先制成的一片板体，该承重加气块装配式楼板体是由从上到下依次设置的上混凝土板体、加气块芯层和下混凝土板体组成，上混凝土板体内设有上钢筋网片，下混凝土板体内设有下钢筋网片，上、下钢筋网片之间焊接或勾接有连接钢筋，连接钢筋穿过加气块芯层。
加气块芯层是制有贯通其左、右表面的钢管安装孔的加气块芯层，钢管安装孔内穿设有支撑钢管，支撑钢管上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，支撑钢管的管孔内外均凝固有浇筑的混凝土。
当墙楼板均采用本发明的墙楼板体时，在墙板体上、下层对接处即预留搁置楼板体约160mm空间层，在该处空间层的支撑钢管7上套设有U形管接头，分别卡接支撑钢管7、连接圈梁和楼板体中的加气块芯层中的支撑钢管，逐层安装可至数十层。
本发明不局限于上述实施例。凡采用等同替换形成的技术方案，均落在本发明要求的保护范围。

Claims (9)

  1. 一种承重加气块装配式墙板体，该承重加气块装配式墙板体是在现有砌墙施工前预先制成的一片板体，其特征在于：该承重加气块装配式墙板体是由从外到内依次设置的外混凝土板体、加气块芯层和内混凝土板体组成，所述外混凝土板体内设有外钢筋网片，所述内混凝土板体内设有内钢筋网片，所述内、外钢筋网片之间焊接或勾接有连接钢筋，所述连接钢筋穿过加气块芯层；所述加气块芯层是制有贯通其上、下表面的钢管安装孔的加气块芯层，所述钢管安装孔内穿设有支撑钢管，所述支撑钢管上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，所述支撑钢管的管孔内外均凝固有浇筑的混凝土。
  2. 如权利要求1所述的承重加气块装配式墙板体，其特征在于：所述外混凝土板体和/或加气块芯层上制有贯通其上下表面的气道孔。
  3. 如权利要求2所述的承重加气块装配式墙板体，其特征在于：所述加气块芯层上的气道孔是铣出的气道孔。
  4. 如权利要求1、2或3所述的承重加气块装配式墙板体，其特征在于：所述加气块芯层与内、外混凝土板体之间彼此粘接固定。
  5. 如权利要求1、2或3所述的承重加气块装配式墙板体，其特征在于：上下相邻的两个支撑钢管之间彼此插接且在该插接处螺接有连接螺母套。
  6. 如权利要求1、2或3所述的承重加气块装配式墙板体，其特征在于：所述支撑钢管的下端设有可插合入下层相邻支撑钢管上端中的内榫管，插合有所述内榫管的支撑钢管处制有多个贯通支撑钢管和内榫管的连接孔，所述连接孔中插入有用于固定连接上、下支撑钢管的销键。
  7. 如权利要求1、2或3所述的承重加气块装配式墙板体，其特征在于：所述定位件是固定在支撑钢管上的定位环或是设在支撑钢管上并沿支撑钢管周圈均布的多个T形钢丝。
  8. 如权利要求1、2或3所述的承重加气块装配式墙板体，其特征在于：所述加气块芯层是由多块加气块对接而成，所述连接钢筋设在两块加气块的对接缝中并与进入该对接缝中的现浇混凝土固结。
  9. 一种承重加气块装配式楼板体，该承重加气块装配式楼板体是在现有楼板施工前预先制成的一片板体，其特征在于：该承重加气块装配式楼板体是由从上到下依次设置的上混凝土板体、加气块芯层和下混凝土板体组成，所述上混凝土板体内设有上钢筋网片，所述下混凝土板体内设有下钢筋网片，所述上、下钢筋网片之间焊接或勾接有连接钢筋，所述连接钢筋穿过加气块芯层；所述加气块芯层是制有贯通其左、右表面的钢管安装孔的加气块芯层，所述钢管安装孔内穿设有支撑钢管，所述支撑钢管上制有贯通钢管内、外壁的混凝土透出孔以及用于将支撑钢管固定在钢管安装孔内的定位件，所述支撑钢管的管孔内外均凝固有浇筑的混凝土。
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