WO2003064781A1 - Unite de montage pour dalle de plancher de batiment et son procede de montage - Google Patents

Unite de montage pour dalle de plancher de batiment et son procede de montage Download PDF

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Publication number
WO2003064781A1
WO2003064781A1 PCT/CN2003/000069 CN0300069W WO03064781A1 WO 2003064781 A1 WO2003064781 A1 WO 2003064781A1 CN 0300069 W CN0300069 W CN 0300069W WO 03064781 A1 WO03064781 A1 WO 03064781A1
Authority
WO
WIPO (PCT)
Prior art keywords
floor
installation
traction
traction member
equipment according
Prior art date
Application number
PCT/CN2003/000069
Other languages
English (en)
French (fr)
Inventor
Yuanhe Li
Original Assignee
Yuanhe Li
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from CN 02114828 external-priority patent/CN1364967A/zh
Priority claimed from CN 02250109 external-priority patent/CN2589585Y/zh
Priority claimed from CN 02250110 external-priority patent/CN2589586Y/zh
Priority to MXPA04007379A priority Critical patent/MXPA04007379A/es
Priority to JP2003564362A priority patent/JP2005525485A/ja
Priority to EP03734643A priority patent/EP1484457A4/en
Application filed by Yuanhe Li filed Critical Yuanhe Li
Priority to AU2003240022A priority patent/AU2003240022B2/en
Priority to BR0307536-2A priority patent/BR0307536A/pt
Priority to CA002473755A priority patent/CA2473755A1/en
Priority to UA20040706343A priority patent/UA77250C2/uk
Priority to US10/503,017 priority patent/US20050076599A1/en
Priority to KR10-2004-7011736A priority patent/KR20040078146A/ko
Publication of WO2003064781A1 publication Critical patent/WO2003064781A1/zh
Priority to NO20043225A priority patent/NO20043225L/no

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3516—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by erecting a vertical structure and then adding the floors from top to bottom
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms

Definitions

  • the present invention relates to equipment and methods for building construction, and more particularly, to installation equipment and methods for multi-story floors.
  • the floor of the building divides the space of the entire building longitudinally to meet the user's needs for the use of the building space.
  • Most of the existing building floor adopts a concrete structure.
  • the installation method is to complete each floor. After the construction of load-bearing structures such as concrete frames or the completion of the load-bearing structure of the entire building, floor slabs are installed upwards one by one. After the concrete of the lower floor slabs has been poured, it needs to wait for a period of time to allow the concrete to reach a certain degree of solidity and be able to withstand a certain amount of For strength, install a support frame on this floor and continue the installation on the next floor.
  • the installation method is to install floor slabs from top to bottom.
  • the fixed code is fixed on the bearing structure of the building.
  • the floor formwork is pressed on the fixed code.
  • a support frame is also supported under the floor formwork.
  • the support frame is suspended by a traction device. Fix the code on the floor, then pour the floor;
  • install a new fixed code on the floor of the lower floor suspend the support frame on the fixed code on the lower floor through the traction device, and then remove the upper floor.
  • the floor template is pulled down by the traction device under the action of gravity and lowered to the position of the fixed code on the lower level. It is pressed on the upper end of the fixed code to start the new floor pouring.
  • the invention aims to provide a building floor installation equipment and a method for installing the floor slab. After the floor slab is poured, the floor slab formwork can be disassembled after the floor slab has a certain degree of solidification, and the next step can be performed.
  • the installation equipment of the floor slab includes a load bearing member for lifting the floor slab, the load bearing member is higher than the plane where the floor slab is located, and a traction member is connected between the load bearing member and the floor slab.
  • the load bearing member may be an installation code fixed on the wall of the building; it may be a truss connected to the fixed code supporting the formwork on the upper layer; or a traction member towing the floor on the upper layer.
  • the traction member may be a tie rod, a threaded rod, a wire rope, or an iron chain.
  • the floor slab is installed as follows: first install the floor slab template; connect the upper end of the traction element to the load-bearing member located above the slab, place the lower end of the traction element at the height of the slab, and then inject the concrete; After a certain degree of solidification, the formwork is removed for the installation of the lower floor; after the floor has solidified enough to support its own weight, the traction member is removed.
  • the floor slab during the solidification process is not subjected to the pressure from the upper floor slab, the deformation phenomenon of the lower floor slab bearing the weight load of the upper floor slab is avoided; Due to the upward pulling force of the traction member, it is not necessary to wait for the floor to solidify to support its own weight, and then remove the formwork to install the lower floor, which greatly increases the installation rate of the floor; Since the floor is installed from top to bottom After the template is disassembled, it can be lowered to the next layer for installation with the traction of the traction device under the action of gravity, which reduces the installation and transportation of the template.
  • Figure 1 is a schematic diagram of an existing floor installation method
  • FIG. 2 is one of the schematic diagrams of the installation process of the first embodiment
  • FIG. 3 is a second schematic diagram of the installation process of the first embodiment
  • FIG. 5 is a fourth schematic diagram of an installation process according to the first embodiment
  • Embodiment 6 is a schematic plan view of Embodiment 1;
  • FIG. 7 is a partially enlarged view of A in FIG. 1;
  • FIG. 8 is a schematic structural diagram of a second embodiment
  • FIG. 9 is an enlarged view of a part B in FIG. 8;
  • FIG. 10 is a partial enlarged view of a position C in FIG. 8;
  • FIG. 11 is a schematic structural diagram of a third embodiment
  • FIG. 12 is a partially enlarged view at D in FIG. 11
  • FIG. 12 is a partially enlarged view at D in FIG. 11;
  • FIG. 13 is a partially enlarged view at E in FIG. 11; FIG.
  • FIG. 14 is a schematic structural diagram of a fourth embodiment
  • FIG. 15 is a partially enlarged view at F in FIG. 14;
  • FIG. 16 is a partially enlarged view at G in FIG. 14;
  • FIG. 17 is a schematic structural diagram of a fifth embodiment
  • FIG. 18 is a partially enlarged view at H in FIG. 17; FIG.
  • FIG. 19 is a schematic structural diagram of a sixth embodiment
  • FIG. 20 is a partially enlarged view at I in FIG. 19; FIG.
  • 21 is a schematic structural diagram of a seventh embodiment
  • FIG. 22 is a partially enlarged view at J in FIG. 21; FIG.
  • the rapid floor slab installation method and device according to the present invention can be used in combination with various floor slab installation methods.
  • it is used in combination with the installation method disclosed in Chinese Patent 01129796 as follows:
  • the fixed code 5 is fixed, a floor template 4 is installed above the fixed code 5, and the support frame 8 is pulled by the traction device 6 under the fixed code 5 to support the support frame 8.
  • the component is the installation code 1 on the wall 9 (as shown in Figs. 2 and 7). After the pouring is completed, wait for the floor to solidify to a certain degree.
  • the traction member is a hook-shaped tie rod 2, and the formwork 4 and the floor reinforcement are installed. Once installed, one end of the hook-shaped tie rod 2 is inserted into the floor 3 and bent into a folded angle, and the other end is bent into a hook shape to be connected with the steel bar 9 'on the wall 9 as a load bearing member, and the tie rod 2 is inclined.
  • the plate 7 and the connecting rod 14 are welded into a “T” -shaped installation code and embedded in the wall 9.
  • the lower end of the connecting rod 14 is threaded and protrudes from the wall 9.
  • the connection between the traction member and the floor 3 is also realized by a "T" shaped structure in which the plate 7 and the connecting rod 14 are connected.
  • the traction member may be a threaded sleeve 11.
  • the traction member is a tie rod 2, one end of the tie rod 2 is connected to the floor 3 through a plate 7, and the other end of the tie rod 2 is connected to the wall 9 through a plate 7.
  • the plate-like object 7 is threadedly connected to the tie rod 2.
  • Embodiment 4 is a diagrammatic representation of Embodiment 4:
  • the two ends of the tie rod 2 are bent into hooks to be respectively connected to the steel bars 3 ′ on the floor 3 and the steel bars 9 ′ of the wall 9;
  • the tie rods 2 are threaded.
  • the tie rods 2 can be tightened or loosened to adjust the force state of the tie rods.
  • Embodiment 5 is a diagrammatic representation of Embodiment 5:
  • the rebar 2 is before the floor concrete is poured. After passing through the floor 3, the concrete expands after solidification and generates pressure on the rebar 2. Due to the ribs and grooves on the rebar 2 ', when the unsolidified floor 3 is deflected downward by its gravity, the rebar The friction between 2 'and the concrete is sufficient to overcome the gravity of the floor slab 3, so that the deflection generated by the floor slab 3 within the normal range is within the normal range.
  • the upper part of the rebar 2 ' is connected to the truss, and the lower end passes through the unsolidified floor 3; when the upper part is the traction member of the previous floor of the unsolidified floor 3, that is, the last rebar 2', the thread
  • the steel 2 'and the steel are connected together by welding, and the pips are above each floor.
  • Embodiment 6 is a diagrammatic representation of Embodiment 6
  • the traction member is a steel cable 2 ".
  • One end of the steel cable 2" is connected to the unsolidified floor 3 through a hook 12 and the other end is connected to the load bearing member above the unsolidified floor 3
  • the bottom of the hook 12 is connected with a wedge block 13 which is large and small, and the wedge block 13 passes through the floor 3, and the lower end of the wedge block 13 is provided with a hook 12 to suspend a weight to straighten the steel cable 2 ". After pouring the concrete, it can generate an upward pulling force against the gravity of the floor slab 3 against the solidified floor.
  • Embodiment 7 is a diagrammatic representation of Embodiment 7:
  • the traction member in this embodiment is an iron chain 2 "', and the rest are the same as those in the sixth embodiment.
  • the rapid installation method of the building floor slab according to the present invention is not limited to the method described in this embodiment, and its core content is that when the floor slab is installed, the slab is suspended from the load bearing member of the building by using multiple traction members. Therefore, there is no need to wait until the floor slab is solidified to withstand its own weight before disassembling and installing the floor slab, speeding up the installation speed of the floor slab, and during the installation, the forces between the floor slabs are independent from each other, which will not cause damage to the lower floor slab structure.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

建筑物楼板的安装设备及安装方法
技术领域
本发明涉及房屋建筑的设备与方法， 尤其涉及多层楼板的安装设备 及其方法。
背景技术
建筑物的楼板对整个建筑物的空间进行纵向分割， 以满足用户对建 筑空间的使用需要， 现有的建筑物楼板大多采用混凝土结构， 如图 1所 示， 其安装方法是在完成每层的承力结构如混凝土框架， 或完成整个建 筑的承力结构的建造后， 逐层向上安装楼板， 下层楼板的混凝土完成灌 注后， 需要等待一段时间， 使混凝土达到一定的凝固度， 能承受一定的 强度时， 在该层楼板上安装支撑架， 继续上一层楼 ¾的安装。 这种楼板 的安装方式主要存在两个问题： 1 ) 需要等待一段时间以使楼板凝固后， 才能进行上层楼板的安装，且需要对支撑架和楼板模块进行安装和拆除， 工作量大， 工期长； 2 ) 如果同时进行多层楼板的安装， 下层的楼板必须 承受其上的多层楼板、 支撑架及楼板模板的重量， 对楼板结构的强度造 成不良影响， 如图 1所示的楼板变形， 且对于下层的楼板所采用的支撑 架的强度要求也比较高。 基于上述原因， 中国专利申请 01 129796， 申请 日为 2001年 10月 22 日， 名称为建筑物楼板的安装方法及其安装设备， 公开了一种新型的建筑物楼板的安装方法。 该安装方法是从上往下安装 楼板， 首先将固定码固定在建筑物的承力结构上， 楼板模板压在固定码 上， 楼板模板下还撑有一支撑架， 支撑架通过一牵引装置吊在固定码上， 然后灌注楼板； 当所灌注的楼板有一定的凝固度后， 在下层楼板的位置 安装新的固定码， 将支撑架通过牵引装置吊在下层的固定码上， 然后取 下上层的固定码， 由楼板模板在重力的作用下随牵引装置的牵引， 下降 到下层固定码的位置， 压在固定码的上端， 开始新的楼板灌注。 采用这 种方法安装楼板， 可同时进行多层的楼板的安装， 同时避免了支撑架、 楼板模板的拆卸和重新安装等工序， 缩短了安装工期， 其避免了下层楼 板承受上层楼板的重量负荷。 但是， 其在楼板灌注后， 还是需要等待一 段时间， 等楼板凝固度至能支撑其重量时， 才能拆卸楼板模板。
发明内容
本发明旨在提供一种建筑物楼板的安装设备及其安装方法， 能在楼 板灌注后， 待楼板稍有一定的凝固度后， 即可拆卸楼板模板， 进行下一
替换页（细则第 26条) 下一层的楼板灌注， 既能提高楼板的安装效率， 又能保证楼板的建筑质 为达上述目的， 本发明釆用以下的技术方案：
该楼板的安装设备， 包括用于提起楼板的承力构件， 该承力构件高 于楼板所在平面， 承力构件与楼板之间连接有牵引件。
所述承力构件可以是固定在建筑物墙体上的安装码； 可以是连接在 承托上一层模板的固定码上的桁架；也可以是牵引上一层楼板的牵引件。
所述牵引件可以是拉杆、 螺紋杆、 钢索或铁链。
该楼板的安装方法如下： 先将楼板模板安装好； 把牵引件的上端连 接在位于楼板上方的承力构件上，把牵引件的下端置于楼板所在高度上， 然后进行混凝土的灌注； 待楼板有一定凝固度后， 即拆卸模板进行下层 楼板的安装； 待楼板凝固至足以支撑自身重量后， 再把牵引件取出。
采用本发明所述的建筑物楼板的安装设备及其安装方法， 由于凝固 过程中的楼板没有受到上层楼板对其的压力， 避免了下层楼板承受上层 楼板的重量负荷而产生变形的现象；又由于受到牵引件对其向上的拉力， 故无需等到楼板凝固至可支撑其自重时即可拆卸模板而进行下层楼板的 安装， 大大提高了楼板的安装速率； 由于楼板的安装是自上而下进行的， 模板拆卸后即可在重力的作用下即可随牵引装置的牵引下降到下一层进 行安装， 减轻了模板的安装与运送工作。
附图说明
下面结合附图及实施例对本发明作进一步的具体描述。
图 1是现有的楼板安装方法示意图；
图 2是实施例一的安装过程示意图之一；
图 3是实施例一的安装过程示意图之二；
图 4是实施例一的安装过程示意图之三；
图 5是实施例一的安装过程示意图之四；
图 6是实施例一的俯视示意图；
图 7是图 1中 A处局部放大图；
图 8是实施例二的结构示意图；
图 9是图 8中 B处局部放大图；
图 10是图 8中 C处局部放大图；
图 11是实施例三的结构示意图； 图 12是图 11中 D处局部放大图；
图 13是图 11中 E处局部放大图；
图 14是实施例四的结构示意图；
图 15是图 14中 F处局部放大图；
图 16是图 14中 G处局部放大图；
图 17是实施例五的结构示意图；
图 18是图 17中 H处局部放大图；
图 19是实施例六的结构示意图；
图 20是图 19中 I处局部放大图；
图 21是实施例七的结构示意图；
图 22是图 21中 J处局部放大图；
具体实施方式
实施例一：
本发明所述的快速楼板安装方法和装置可和多种楼板的安装方式结 合使用。例如其与中国专利 01129796所公开的安装方式的结合使用方法 如下：
如图 2所示， 在需要安装楼板 3的适当高度， 固定好固定码 5， 在 固定码 5上方安装楼板模板 4， 固定码 5下方通过牵引装置 6拉住支撑 架 8， 支撑架 8支撑住安装模板 4， 然后在楼板模板 4上灌注楼扳 3， 在 灌注楼板 3的之前，在楼板上方倾斜插入旋有螺旋头 10的拉杆 2的下端， 拉杆 2的上端弯成钩状悬挂在承力构件， 即墙体 9上的安装码 1上 （如 图 2、 7所示）。 灌注完毕， 待楼板稍凝固到一定程度， 在下层楼板的位 置安装新的固定码 5 ， 并把模板 4及支撑架 8通过牵引机构 6拉在新的 固定码 5'上，灌注完毕的楼板 3则受若干根拉杆 2牵引，待楼板凝固后， 取下安装码 1， 然后旋出拉杆 2， 则螺旋头 10留在楼板 4中， 并用水泥 把楼板安装过程中留下的洞填补即可。
如图 3 所示， 需要灌注下一层楼板时， 取下固定码 5， 则支撑架 8 及搂板模板 4的重量由新的固定码 5承受； 如图 4、 5所示， 在重力的作 用下， 牵引装置 6将楼板模板 4降落到新的安装码 5上， 然后进行下一 层的楼板安装。
实施例二：
如图 8至图 10所示， 牵引件是勾状拉杆 2， 把模板 4及楼板钢筋安 装好， 勾状拉杆 2的一端插入楼板 3并弯成折角， 另一端弯成钩状与作 为承力构件的墙体 9上的钢筋 9'连接， 拉杆 2呈倾斜状。
实施例三：
如图 1 1至 13所示,板状物 7与连接杆 14焊接成 "T"字形的安装码装 嵌在墙体 9内,连接杆 14的下端带有与螺纹并伸出墙体 9外;同样地，牵引 件与楼板 3的连接也通过板状物 7与连接杆 14连接成的" T"字形结构来 实现。 牵引件可以是带螺紋的套管 11。
如图 11至图 13所示， 所述的牵引件是拉杆 2， 拉杆 2的一端通过 板状物 7与楼板 3连接， 拉杆 2另一端通过板状物 7与墙体 9连接， 所 述的板状物 7与拉杆 2螺紋连接。
实施例四：
如图 14至图 16所示， 拉杆 2的两端弯成钩分别与楼板 3上的钢筋 3 '、 墙体 9的钢筋 9'连接； 拉杆 2间套有套管 11 , 套管 1 1与拉杆 2间 螺紋连接， 套管 11向不同方向旋转时， 可以拉紧或放松拉杆 2， 调整拉 杆的受力状态。
实施例五：
如图 17、 18所示， 螺紋钢 2'的一端穿过未凝固楼板 3， 另一端与未 凝固楼板 3上方的承力构件连接， 安装时， 所述的螺紋钢 2，在楼板混凝 土灌注前穿过楼板 3 , 混凝土凝固后膨胀并对螺紋钢 2，产生压力， 由于 螺紋钢 2'上有凸条和凹槽， 当未凝固楼板 3在其重力的作用下向下产生 挠度时， 螺紋钢 2'与混凝土间产生的摩擦力足以克服楼板 3的重力， 使 楼板 3在重力的作用下产生的挠度处于正常范围内； 当未凝固楼板 3上 方的承力构件是连接在固定码上桁架时， 螺紋钢 2'的上方与桁架连接， 下端穿过未凝固楼板 3 ; 当所述楼板上方是未凝固楼板 3 的上一 楼板 的牵引件， 即上一根螺纹钢 2'， 所述的螺紋钢 2'、 间通过焊接的方式连 接在一起， 焯点在每层楼板的上方。
实施例六：
如图 19、 20所示， 所述的牵引件是钢索 2"， 钢索 2"的一端通过吊 钩 12与未凝固楼板 3连接，另一端与未凝固楼板 3的上方的承力构件连 接， 所述的吊钩 12底部连接有一上大下小的楔形块 13， 楔形块 13穿过 楼板 3， 楔形块 13的下端设有吊钩 12悬吊重物以拉直钢索 2"， 在灌注 混凝土后能对未凝固楼板 3产生对抗楼板重力的向上的拉力。 当未凝固 楼板 3上方的承力构件是连接在固定码上桁架时，钢索 2"的上方与桁架 连接， 下端通过楔形块 13穿过未凝固楼板 3 ; 当未凝固楼板 3上方的承 力构件是未凝固楼板 3的上一层楼板的牵引件时，所述的钢索 2"可穿过 多层楼板， 所述的钢索 2"间通过吊钩 12和楔形块 13连接在一起。
实施例七：
如图 21、 22所示， 此实施例中牵引件是铁链 2"'， 其余与实施例六 同。
本发明所述的建筑物楼板的快速安装方法并不局限于本实施例所述 的方式， 其核心内容是在楼板安装时， 釆用多根牵引件把楼板悬挂于建 筑物的承力构件上， 从而不需要等到楼板凝固至能承受其本身重量时才 拆卸安装楼板， 加快楼板的安装速度， 且安装时， 各楼板之间受力相互 独立， 不会造成下层楼板结构的破坏。

Claims

权 利 要 求 书
1、 一种建筑物楼板的安装设备， 包括用于提起楼扳的承力构件， 其特征在于： 该承力构件高于搂板所在平面， 承力构件与楼板 (3)之间连 接有牵引件。
2、 根据权利要求 1 所述的安装设备， 其特征在于： 所述承力构件 是固定在建筑物墙体 (9)上的安装码。
3、 根据权利要求 2 所述的安装设备， 其特征在于： 所述安装码是 由螺栓固定在墙体 (9)上的安装块（1)。
4、 根据权利要求 2 所述的安装设备， 其特征在于： 所述安装码是 墙体上的钢筋 (9')。
.
5、 根据权利要求 3 或 4所述的安装设备， 其特征在于： 所述牵引 件上端通过钩环结构与安装码相连接。 .
6、 根据权利要求 2 所述的安装设备， 其特征在于： 所述安装码包 括相互连成 " T"字形的板状物 (7)和连接柱（14)， 板状物 (7)及连接柱（14) 的上端陷于墙体 (9)内， 连接柱 (14)的下端伸出墙体 (9)外。
7、 根据权利要求 6所述的安装设备， 其特征在于： 所述连接柱（14) 与牵引件通过螺纹连接。
8、 根据权利要求 2或 6所述安装设备， 其特征在于： 所述牵引件 是拉杆 (2)。
9、 根据权利要求 1 所述的安装设备， 其特征在于： 所述承力构件 是连接在承托上一层模板 (4)的固定码 (5)上的桁架。
10、 根据权利要求 2或 9所述的安装设备， 其特征在于： 所述牵引 件是螵纹钢 (2')， 下端插入楼板 (3)内， 弯成折角或连接一扳状物 (7)。
1 1、 根据权利要求 9所述的安装设备， 其特征在于： 所述牵引件是 钢索 (2 ")或铁链 (2" ' )。
12、根据权利要求 10所述的安装设备，其特征在于： 所述板状物 (7) 与牵引件螵紋连接。
13、 根据权利要求 1所述的安装设备， 其特征在于： 所述承力构件 是牵引上一层楼板的牵引件。
14、 根据权利要求 13 所述的安装设备， 其特征在于： 所述牵引件 是螺紋钢 (2')， 上端与牵引上一层楼扳的螺紋钢的下端连接， 下端穿过所 牵引的楼板 (3).。
15、根据权利要求 14所述的安装设备，其特征在于：所述螺紋钢 (2')
6
替换页（细则第 26条） 之间焊接连结。 -
16、 根据权利要求 13 述的安装设备， 其特征在于： 所述牵引件 是穿过楼板的钢索 (2")或铁链 (2"')， 牵引件之间通过钩环结构相连接。 ·
17、 根据权利要求 11或 16所述的安装设备， 其特征在于： 所述钢 索或铁链的下端连接有上小下大的楔形块， 楔形块插入楼板内， 楔形块 下端设悬吊重物的吊钩 (12)。
18、 一种建筑物楼板的安装方法， 先安装楼板模板 (4)及钢筋 (3 ')， 其特征在于： 把牵引件的上端连接在位于楼板 (3)上方的承力构件上， 把 牵引件的下端置于楼板 (3)所在高度上， 然后进行混凝土的灌注； 待楼板 (3)有一定凝固度后， 即拆卸模板 (4)进行下层楼板的安装； 待楼板 (3)凝 固至足以支撑自身重量后， 再把牵引件拆除。
19、 根据权利要求 18 所述的安装方法， 其特征在于： 先把固定码 固定在墙体上， 然后把模板 (4)压在固定码上， 从而把模板 (4)安装好。
20、 根据权利要求 18 所述的安装方法， 其特征在于： 所述牵引件 的上端连接在位于楼板 (3)上方的墙体 (9)上， 下端搭在模板内的钢筋 (3 ') 上， 牵引件呈倾斜状。
21、 根据权利要求 18 所述的安装方法， 其特征在于： 所述牵引件 的上端连接在承托上一层模板 (4)的固定码上的桁架上， 下端穿过模板 (4)， 牵引件呈垂直状。
22、 根据权利要求 18 所述的安装方法， 其特征在于： 所述牵引件 的上端与牵引上一层楼板的牵引件相连， 下端穿过模板 (4)， 牵引件呈垂 直状。
替换页（细则第 26条)
PCT/CN2003/000069 2002-02-01 2003-01-24 Unite de montage pour dalle de plancher de batiment et son procede de montage WO2003064781A1 (fr)

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KR10-2004-7011736A KR20040078146A (ko) 2002-02-01 2003-01-24 건물 바닥층 슬래브용 가설 유닛 및 그 가설 방법
US10/503,017 US20050076599A1 (en) 2002-02-01 2003-01-24 Erection unit for a building floor slab and the erection method thereof
UA20040706343A UA77250C2 (en) 2002-02-01 2003-01-24 Erection unit for a building floor slab and method to erect the slab
JP2003564362A JP2005525485A (ja) 2002-02-01 2003-01-24 建物用床板の取付装置とその取付方法
EP03734643A EP1484457A4 (en) 2002-02-01 2003-01-24 MOUNTING UNIT FOR BUILDING FLOOR SLAB AND METHOD OF MOUNTING
MXPA04007379A MXPA04007379A (es) 2002-02-01 2003-01-24 Una unidad de montaje para una losa de piso de edificio y el metodo de montaje de la misma.
AU2003240022A AU2003240022B2 (en) 2002-02-01 2003-01-24 An erection unit for a building floor slab and the erection method thereof
BR0307536-2A BR0307536A (pt) 2002-02-01 2003-01-24 Unidade eretora para laje de piso de edifìcio e método para eregir laje de piso
CA002473755A CA2473755A1 (en) 2002-02-01 2003-01-24 An erection unit for a building floor slab and the erection method thereof
NO20043225A NO20043225L (no) 2002-02-01 2004-07-30 Oppforingsenhet for et bygningsetasjeskille og fremgangsmate for oppforing av dette

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CN 02114828 CN1364967A (zh) 2002-02-01 2002-02-01 建筑物楼板的快速安装的装置及其方法
CN02114828.7 2002-02-01
CN 02250110 CN2589586Y (zh) 2002-12-09 2002-12-09 建筑物楼板的固定装置
CN 02250109 CN2589585Y (zh) 2002-12-09 2002-12-09 一种建筑物楼板的固定装置
CN02250109.6 2002-12-09
CN02250110.X 2002-12-09

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