CN218255760U - A mold for the production of detachable prestressed concrete prefabricated laminated slabs - Google Patents

A mold for the production of detachable prestressed concrete prefabricated laminated slabs Download PDF

Info

Publication number
CN218255760U
CN218255760U CN202222434085.7U CN202222434085U CN218255760U CN 218255760 U CN218255760 U CN 218255760U CN 202222434085 U CN202222434085 U CN 202222434085U CN 218255760 U CN218255760 U CN 218255760U
Authority
CN
China
Prior art keywords
mold
horizontal
vertical
prestressed concrete
vertical part
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202222434085.7U
Other languages
Chinese (zh)
Inventor
舒迎成
杨丽全
舒阳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to CN202222434085.7U priority Critical patent/CN218255760U/en
Application granted granted Critical
Publication of CN218255760U publication Critical patent/CN218255760U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The utility model discloses a detachable precast prestressed concrete superimposed sheet production mould, including a pair of horizontal mould, horizontal mould comprises horizontal part I, vertical part I and connecting portion that mutually perpendicular meets, sets up a plurality of reinforcing bar grooves I that are convenient for the reinforcing bar to pass on vertical part I; a pair of vertical mould that parallel arrangement each other, vertical mould comprises horizontal part II and vertical part II that mutually perpendicular met, horizontal mould and vertical mould can enclose into a inside square frame that has square space, penetrate reinforcing bar groove I and reinforcing bar groove II back again, stretch-draw the reinforcing bar, then through pouring concrete and form a complete prestressed concrete prefabricated superimposed sheet that has the reinforcing bar to the square frame in, it is convenient to prefabricate, can lay a plurality of horizontal moulds and vertical mould of the same structure size along the axial direction of reinforcing bar, make a plurality of square frames all can be pour simultaneously, realize the mass production of prestressed concrete prefabricated superimposed sheet, the prefabrication efficiency has been improved, productivity.

Description

一种可拆卸式预应力混凝土预制叠合板生产用模具A mold for the production of detachable prestressed concrete prefabricated laminated slabs

技术领域technical field

本实用新型涉及叠合板预制技术领域,具体为一种可拆卸式预应力混凝土预制叠合板生产用模具。The utility model relates to the technical field of laminated slab prefabrication, in particular to a mold for the production of detachable prestressed concrete prefabricated laminated slabs.

背景技术Background technique

叠合板多用于建筑工程的构件,其内部植入钢筋,是由混凝土浇筑而成;The laminated slab is mostly used as a component of construction engineering, and its interior is implanted with steel bars, which are made of concrete;

传统的叠合板多采用现场浇筑的方式进行制作,制作后需要混凝土自然凝固,等待时间较久。也有部分叠合板采用特定的模具进行预制的方式进行制作,但是目前的模具结构较为简单,多为单个单个叠合板进行预制,不能一次性对多块叠合板进行预制;Traditional laminated slabs are mostly made by in-situ pouring, which requires the concrete to solidify naturally after making, which takes a long time to wait. Some laminated panels are also prefabricated with specific molds, but the current mold structure is relatively simple, and most of them are prefabricated for a single laminated panel, and multiple laminated panels cannot be prefabricated at one time;

针对上述技术问题,提出一种可对预应力混凝土预制叠合板进行预制,并且在预制期间预留有放线槽,预制前/后均可拆卸的可拆卸式混凝土预制叠合板生产用模具。In view of the above technical problems, a detachable mold for the production of prestressed concrete prefabricated laminated slabs is proposed, which can be prefabricated for prestressed concrete prefabricated laminated slabs, and has reserved wire slots during prefabrication, and can be disassembled before and after prefabrication.

实用新型内容Utility model content

本实用新型要解决的技术问题是针对现有技术的不足,提供了一种可对预应力混凝土预制叠合板进行预制,并且在预制期间预留有放线槽,预制前/后均可拆卸的可拆卸式混凝土预制叠合板生产用模具。The technical problem to be solved by the utility model is to provide a prefabricated prefabricated concrete prefabricated laminated slab for the deficiencies of the existing technology, and a wire slot is reserved during the prefabrication period, and can be disassembled before/after prefabrication Molds for the production of detachable concrete prefabricated laminated slabs.

本实用新型要解决的技术问题是通过以下技术方案来实现的,一种可拆卸式预应力混凝土预制叠合板生产用模具,包括,The technical problem to be solved by the utility model is achieved through the following technical solutions, a mold for the production of detachable prestressed concrete prefabricated laminated slabs, comprising:

一对相互平行设置的横向模具,横向模具由相互垂直相接的水平部Ⅰ、竖直部Ⅰ和连接部构成,水平部Ⅰ位于竖直部Ⅰ的上方,竖直部Ⅰ与地面垂直且底端与地面接触,在竖直部Ⅰ上开设有若干便于钢筋穿过的钢筋槽Ⅰ;A pair of horizontal molds arranged parallel to each other. The horizontal mold is composed of a horizontal part I, a vertical part I and a connecting part that are vertically connected to each other. The horizontal part I is located above the vertical part I, and the vertical part I is perpendicular to the ground and the bottom The end is in contact with the ground, and a number of reinforcement grooves I are opened on the vertical part I to facilitate the passage of steel bars;

一对相互平行设置的纵向模具,纵向模具由相互垂直相接的水平部Ⅱ和竖直部Ⅱ构成,竖直部Ⅱ位于水平部Ⅱ的上方,水平部Ⅱ与地面平行且底面与地面接触,所述的连接部与竖直部Ⅱ平行;A pair of longitudinal molds arranged parallel to each other. The longitudinal mold is composed of horizontal part II and vertical part II which are vertically connected to each other. The vertical part II is located above the horizontal part II. The horizontal part II is parallel to the ground and the bottom surface is in contact with the ground. The connecting portion is parallel to the vertical portion II;

在连接部和竖直部Ⅱ上开设有便于将横向模具和纵向模具通过紧固件固定为一体的连接孔;A connecting hole is provided on the connecting part and the vertical part II to facilitate fixing the horizontal mold and the longitudinal mold through fasteners;

置于一对横向模具和一对纵向模具之间的放线孔模具,放线孔模具为无顶面和底面的方形四面体,在放线孔模具与横向模具平行的两个立面上开设有便于钢筋穿过的钢筋槽Ⅱ;The release hole mold is placed between a pair of horizontal molds and a pair of longitudinal molds. The release hole mold is a square tetrahedron without top and bottom surfaces, and is set on the two vertical surfaces of the release hole mold and the horizontal mold. There is reinforcement slot II for reinforcement to pass through;

置于横向模具两侧的支撑轴,其与横向模具平行以此对穿过横向模具的钢筋的高度进行高度限位。The supporting shafts placed on both sides of the transverse mold are parallel to the transverse mold so as to limit the height of the reinforcing bars passing through the transverse mold.

本实用新型要解决的技术问题还可以通过以下技术方案来实现的,以上所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的钢筋槽Ⅰ等距且同高度设置在竖直部Ⅰ上。The technical problem to be solved by the utility model can also be realized by the following technical scheme, the above-mentioned mold for the production of a detachable prestressed concrete prefabricated laminated slab, the described reinforcement groove I is equidistant and set at the same height On the vertical part I.

本实用新型要解决的技术问题还可以通过以下技术方案来实现的,以上所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的水平部Ⅱ与穿过钢筋槽Ⅰ内的钢筋平行。The technical problem to be solved by the utility model can also be realized through the following technical scheme, the above-mentioned mold for the production of a detachable prestressed concrete prefabricated laminated slab, the horizontal part II and the steel groove I pass through The steel bars are parallel.

本实用新型要解决的技术问题还可以通过以下技术方案来实现的,以上所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的竖直部Ⅰ的高度与竖直部Ⅱ的高度相同。The technical problem to be solved by the utility model can also be realized by the following technical scheme, the above-mentioned mold for the production of a detachable prestressed concrete prefabricated laminated slab, the height of the vertical part I and the height of the vertical part II have the same height.

本实用新型要解决的技术问题还可以通过以下技术方案来实现的,以上所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的钢筋槽Ⅰ和钢筋槽Ⅱ为方形槽。The technical problem to be solved by the utility model can also be realized through the following technical scheme, the above-mentioned mold for the production of a detachable prestressed concrete prefabricated laminated slab, the steel bar groove I and the steel bar groove II are square grooves .

与现有技术相比,本实用新型的有益技术效果是:Compared with the prior art, the beneficial technical effect of the utility model is:

(1)横向模具和纵向模具可围成一个内部具有方形空间的方框,再将钢筋穿入钢筋槽Ⅰ和钢筋槽Ⅱ内后,即可通过向方框内浇筑混凝土而形成一个完整的具有钢筋的预应力混凝土预制叠合板,预制便捷,可沿钢筋的轴向方向铺设多个同样结构尺寸的横向模具和纵向模具,使得多个方框均可被同时浇筑,实现预应力混凝土预制叠合板的批量化生产,提高了预制效率、产能;(1) The horizontal mold and the longitudinal mold can form a box with a square space inside, and then the steel bars are inserted into the steel bar groove I and the steel bar groove II, and then a complete box with concrete can be formed by pouring concrete into the box. The prestressed concrete prefabricated laminated slab of steel bar is convenient to prefabricate. Multiple horizontal molds and longitudinal molds of the same structural size can be laid along the axial direction of the steel bar, so that multiple boxes can be poured at the same time to realize the prestressed concrete prefabricated laminated slab. Mass production improves prefabrication efficiency and production capacity;

(2)配置了放线孔模具,该设置可使得预制后的预应力混凝土预制叠合板也形成了一个由钢筋贯穿的放线槽或商品混凝土泵管贯穿孔,届时,仅需要将放线槽内的钢筋剪断即可,实用性强;(2) The release hole mold is configured. This setting can make the prefabricated prestressed concrete prefabricated laminated slab also form a release trough penetrated by steel bars or a through hole for commercial concrete pump pipes. At that time, only the release trough needs to be The inner steel bar can be cut off, which is practical;

(3)配置了支撑轴,支撑轴的设置可使得相邻两个模具之间的钢筋能够被支撑轴支撑,并对该部分钢筋的高度进行进一步的限位。(3) The support shaft is configured. The setting of the support shaft can enable the steel bar between two adjacent molds to be supported by the support shaft, and further limit the height of this part of the steel bar.

附图说明Description of drawings

图1为本实用新型的俯视结构示意图;Fig. 1 is the top view structural representation of the utility model;

图2为横向模具和纵向模具安装前的部分侧面结构示意图。Fig. 2 is a schematic diagram of a partial side structure before the installation of the transverse mold and the longitudinal mold.

图中,1、水平部Ⅰ;2、竖直部Ⅰ;3、水平部Ⅱ;4、竖直部Ⅱ;5、钢筋槽Ⅰ;6、钢筋槽Ⅱ;7、连接部;8、放线孔模具;9、支撑轴;10、钢筋。In the figure, 1. Horizontal part I; 2. Vertical part I; 3. Horizontal part II; 4. Vertical part II; Hole mold; 9, support shaft; 10, steel bar.

具体实施方式detailed description

以下参照附图,进一步描述本实用新型的具体技术方案,以便于本领域的技术人员进一步地理解本实用新型,而不构成对其权利的限制。The specific technical solutions of the utility model will be further described below with reference to the accompanying drawings, so that those skilled in the art can further understand the utility model without constituting a limitation on the rights thereof.

实施例1,参照图1-2,一种可拆卸式预应力混凝土预制叠合板生产用模具,包括,Embodiment 1, with reference to Fig. 1-2, a kind of mold for the production of detachable prestressed concrete prefabricated laminated slabs comprises,

一对相互平行设置的横向模具,横向模具由相互垂直相接的水平部Ⅰ1、竖直部Ⅰ2和连接部7构成,水平部Ⅰ1、竖直部Ⅰ2、水平部Ⅱ3、连接部7和竖直部Ⅱ4形成为大致的方形板状结构,其尺寸及厚度可根据使用需求自行选择故此处不再赘述其具体尺寸规格,水平部Ⅰ1位于竖直部Ⅰ2的上方,竖直部Ⅰ2与地面垂直且底端与地面接触,在竖直部Ⅰ2上开设有若干便于钢筋10穿过的钢筋槽Ⅰ5,钢筋槽Ⅰ5和下述的钢筋槽Ⅱ6均等间距开设;A pair of horizontal molds arranged parallel to each other, the horizontal mold is composed of horizontal part I1, vertical part I2 and connecting part 7 which are vertically connected to each other, horizontal part I1, vertical part I2, horizontal part II3, connecting part 7 and vertical Part II4 is formed into a roughly square plate-like structure. Its size and thickness can be selected according to the needs of use, so its specific size and specifications will not be repeated here. The horizontal part I1 is located above the vertical part I2, and the vertical part I2 is perpendicular to the ground and The bottom end is in contact with the ground, and a number of steel bar grooves I5 are provided on the vertical part I2 to facilitate the passage of the steel bar 10, and the steel bar groove I5 and the following steel bar groove II6 are equally spaced;

一对相互平行设置的纵向模具,纵向模具由相互垂直相接的水平部Ⅱ3和竖直部Ⅱ4构成,竖直部Ⅱ4位于水平部Ⅱ3的上方,水平部Ⅱ3与地面平行且底面与地面接触,所述的连接部7与竖直部Ⅱ4平行;A pair of longitudinal molds arranged parallel to each other, the longitudinal mold is composed of horizontal part II3 and vertical part II4 which are vertically connected to each other, the vertical part II4 is located above the horizontal part II3, the horizontal part II3 is parallel to the ground and the bottom surface is in contact with the ground, The connecting portion 7 is parallel to the vertical portion II4;

在连接部7和竖直部Ⅱ4上开设有便于将横向模具和纵向模具通过紧固件固定为一体的连接孔,连接孔可为通孔,其设计目的在于可通过连接件例如钢筋U形卡或S形卡将横向模具和纵向模具固定连接为一体;A connection hole is provided on the connection part 7 and the vertical part II4 to facilitate the fixing of the horizontal mold and the longitudinal mold through fasteners. Or the S-shaped card fixedly connects the horizontal mold and the vertical mold as a whole;

置于一对横向模具和一对纵向模具之间的放线孔模具8,放线孔模具8为无顶面和底面的方形四面体,该方形四面体的横截面呈矩形状设置,其尺寸根据使用需求可自行选择,在放线孔模具8与横向模具平行的两个立面上开设有便于钢筋10穿过的钢筋槽Ⅱ6;Place the wire release hole mold 8 between a pair of transverse molds and a pair of vertical molds, the wire release hole mold 8 is a square tetrahedron without top and bottom surfaces, and the cross section of the square tetrahedron is arranged in a rectangular shape, and its size According to the needs of use, you can choose by yourself. On the two facades parallel to the wire release hole mold 8 and the horizontal mold, there are steel bar grooves II 6 for the passing of the steel bar 10;

置于横向模具两侧的支撑轴9,支撑轴9可为方管,其与置于钢筋槽Ⅰ5内的钢筋的轴向方向垂直,其与横向模具平行以此对穿过横向模具的钢筋10的高度进行高度限位。The support shaft 9 placed on both sides of the transverse mold, the support shaft 9 can be a square tube, which is perpendicular to the axial direction of the steel bar placed in the reinforcement groove I5, and parallel to the transverse mold so as to support the reinforcement 10 passing through the transverse mold height limit.

实施例1中,支撑轴9的设计目的是对钢筋10进行支撑,以此控制预应力混凝土预制叠合板的保护层厚度,保护层的意思是对预应力混凝土预制叠合板内的钢筋10进行保护的混凝土部分,即钢筋10的最近外表面至预应力混凝土预制叠合板底面之间的部分。In Embodiment 1, the design purpose of the support shaft 9 is to support the steel bars 10, so as to control the thickness of the protective layer of the prestressed concrete prefabricated laminated slab. The protective layer means to protect the steel bars 10 in the prestressed concrete prefabricated laminated slab. The concrete part, that is, the part between the nearest outer surface of the steel bar 10 and the bottom surface of the prestressed concrete prefabricated laminated slab.

实施例2,实施例1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的钢筋槽Ⅰ等距且同高度设置在竖直部Ⅰ2上。Embodiment 2, a mold for the production of a detachable prestressed concrete prefabricated laminated slab described in Embodiment 1, the said reinforcement grooves I are arranged on the vertical part I2 at equal distances and at the same height.

实施例3,实施例1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的水平部Ⅱ3与穿过钢筋槽Ⅰ5内的钢筋平行。Embodiment 3, a mold for the production of a detachable prestressed concrete prefabricated laminated slab as described in Embodiment 1, the horizontal part II3 is parallel to the steel bar passing through the steel bar groove I5.

实施例4,实施例1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的竖直部Ⅰ2的高度与竖直部Ⅱ4的高度相同。Embodiment 4, a mold for the production of a detachable prestressed concrete prefabricated laminated slab described in Embodiment 1, the height of the vertical part I2 is the same as the height of the vertical part II4.

实施例5,实施例1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,所述的钢筋槽Ⅰ5和钢筋槽Ⅱ6为方形槽。Embodiment 5, a mold for the production of a detachable prestressed concrete prefabricated laminated slab described in Embodiment 1, the reinforcement groove I5 and the reinforcement groove II6 are square grooves.

该可拆卸式混凝土预制叠合板生产用模具的使用原理为:The principle of use of the mold for the production of the detachable prefabricated concrete laminated slab is as follows:

使用时:取一定数量的模具,并将所有模具的一对横向模具和一对纵向模具通过螺栓连接好,以此形成多个并排的方框,再将多根钢筋10穿过每一个方框上的钢筋槽Ⅰ5和钢筋槽Ⅱ6内,并保持钢筋10的轴向方向与多个方框的排列方向一致,期间,使得相邻两个方框之间的支撑轴9位于钢筋10的底部,使得钢筋10的摆放高度相同,可通过外部设备对钢筋10的两端进行张拉,具体拉力可根据钢筋10的强度自行选择,张拉期间,可通过外部设备向方框内进行浇筑混凝土,期间可能有少量的混凝土从钢筋槽Ⅰ5与钢筋10之间形成的缝隙挤出,由于该部分挤出的混凝土凝固较快,所以无需担心该处的混凝土,待混凝土浇筑完成后,对多余的混凝土部分进行去除,并将预制后的预应力混凝土预制叠合板两端的钢筋10进行剪断,并将放线孔模具8内穿过的钢筋10进行剪断,即可获得具有放线孔或待商品混凝土泵送孔的预应力混凝土预制叠合板。When in use: take a certain number of molds, and connect a pair of horizontal molds and a pair of longitudinal molds of all molds through bolts to form multiple side-by-side square frames, and then pass multiple steel bars 10 through each square frame In the steel bar groove I5 and steel bar groove II6 on the top, and keep the axial direction of the steel bar 10 consistent with the arrangement direction of multiple square frames, during this period, the support shaft 9 between two adjacent square frames is located at the bottom of the steel bar 10, To make the placement height of the steel bar 10 the same, the two ends of the steel bar 10 can be stretched by external equipment, and the specific tension can be selected according to the strength of the steel bar 10. During the stretching period, concrete can be poured into the box by the external equipment. During this period, a small amount of concrete may be extruded from the gap formed between the steel bar Ⅰ5 and the steel bar 10. Since the concrete extruded from this part solidifies quickly, there is no need to worry about the concrete there. After the concrete pouring is completed, the excess concrete Partly removed, and the steel bars 10 at both ends of the prefabricated prestressed concrete prefabricated laminated slab are cut off, and the steel bars 10 passing through the wire release hole mold 8 are cut to obtain a concrete pump with a wire release hole or a ready-to-go commercial concrete pump. Prestressed concrete prefabricated laminated slabs with holes.

Claims (5)

1.一种可拆卸式预应力混凝土预制叠合板生产用模具,其特征在于:包括,1. A mold for the production of detachable prestressed concrete prefabricated laminated slabs is characterized in that: comprising, 一对相互平行设置的横向模具,横向模具由相互垂直相接的水平部Ⅰ、竖直部Ⅰ和连接部构成,水平部Ⅰ位于竖直部Ⅰ的上方,竖直部Ⅰ与地面垂直且底端与地面接触,在竖直部Ⅰ上开设有若干便于钢筋穿过的钢筋槽Ⅰ;A pair of horizontal molds arranged parallel to each other. The horizontal mold is composed of a horizontal part I, a vertical part I and a connecting part that are vertically connected to each other. The horizontal part I is located above the vertical part I, and the vertical part I is perpendicular to the ground and the bottom The end is in contact with the ground, and a number of reinforcement grooves I are opened on the vertical part I to facilitate the passage of steel bars; 一对相互平行设置的纵向模具,纵向模具由相互垂直相接的水平部Ⅱ和竖直部Ⅱ构成,竖直部Ⅱ位于水平部Ⅱ的上方,水平部Ⅱ与地面平行且底面与地面接触,所述的连接部与竖直部Ⅱ平行;A pair of longitudinal molds arranged parallel to each other. The longitudinal mold is composed of horizontal part II and vertical part II which are vertically connected to each other. The vertical part II is located above the horizontal part II. The horizontal part II is parallel to the ground and the bottom surface is in contact with the ground. The connecting portion is parallel to the vertical portion II; 在连接部和竖直部Ⅱ上开设有便于将横向模具和纵向模具通过紧固件固定为一体的连接孔;A connecting hole is provided on the connecting part and the vertical part II to facilitate fixing the horizontal mold and the longitudinal mold through fasteners; 置于一对横向模具和一对纵向模具之间的放线孔模具,放线孔模具为无顶面和底面的方形四面体,在放线孔模具与横向模具平行的两个立面上开设有便于钢筋穿过的钢筋槽Ⅱ;The release hole mold is placed between a pair of horizontal molds and a pair of longitudinal molds. The release hole mold is a square tetrahedron without top and bottom surfaces, and is set on the two vertical surfaces of the release hole mold and the horizontal mold. There is reinforcement slot II for reinforcement to pass through; 置于横向模具两侧的支撑轴,其与横向模具平行以此对穿过横向模具的钢筋的高度进行高度限位。The supporting shafts placed on both sides of the transverse mold are parallel to the transverse mold so as to limit the height of the reinforcing bars passing through the transverse mold. 2.根据权利要求1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,其特征在于:所述的钢筋槽Ⅰ等距且同高度设置在竖直部Ⅰ上。2. A mold for the production of detachable prestressed concrete prefabricated laminated slabs according to claim 1, characterized in that: said reinforcement grooves I are arranged on the vertical part I at equal distances and at the same height. 3.根据权利要求1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,其特征在于:所述的水平部Ⅱ与穿过钢筋槽Ⅰ内的钢筋平行。3. A mold for the production of detachable prestressed concrete prefabricated laminated slabs according to claim 1, characterized in that: the horizontal part II is parallel to the steel bar passing through the steel bar groove I. 4.根据权利要求1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,其特征在于:所述的竖直部Ⅰ的高度与竖直部Ⅱ的高度相同。4. A mold for the production of detachable prestressed concrete prefabricated laminated slabs according to claim 1, wherein the height of the vertical part I is the same as that of the vertical part II. 5.根据权利要求1所述的一种可拆卸式预应力混凝土预制叠合板生产用模具,其特征在于:所述的钢筋槽Ⅰ和钢筋槽Ⅱ为方形槽。5. A mold for the production of detachable prestressed concrete prefabricated laminated slabs according to claim 1, characterized in that: said reinforcement groove I and reinforcement groove II are square grooves.
CN202222434085.7U 2022-09-13 2022-09-13 A mold for the production of detachable prestressed concrete prefabricated laminated slabs Active CN218255760U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222434085.7U CN218255760U (en) 2022-09-13 2022-09-13 A mold for the production of detachable prestressed concrete prefabricated laminated slabs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222434085.7U CN218255760U (en) 2022-09-13 2022-09-13 A mold for the production of detachable prestressed concrete prefabricated laminated slabs

Publications (1)

Publication Number Publication Date
CN218255760U true CN218255760U (en) 2023-01-10

Family

ID=84714184

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222434085.7U Active CN218255760U (en) 2022-09-13 2022-09-13 A mold for the production of detachable prestressed concrete prefabricated laminated slabs

Country Status (1)

Country Link
CN (1) CN218255760U (en)

Similar Documents

Publication Publication Date Title
US11085186B2 (en) Thermal-insulated exterior wall boards, dedicated molds and making methods thereof
CN109025017A (en) Reinforced concrete hollow overlaps two-way ribbed slab floor and its method of construction
CN107288256B (en) Light composite heat-insulating external wall panel, special die and manufacturing method thereof
CN213174446U (en) Assembled UHPC superimposed sheet shear force wall prefabricated construction with mandrel
CN107322768A (en) Precast prestressed thermal insulation external wall panel, particular manufacturing craft and preparation method thereof
CN111809796B (en) Assembled concrete superposed beam and construction method thereof
CN104264862A (en) A 3D printing reinforced masonry shear wall structure and its construction method
CN103046465B (en) Reinforcing construction method for foam core die precast hollow plate beam
CN206956959U (en) Light composite heat insulation outer wall plate
CN206957042U (en) Light composite heat insulation outer wall plate and particular manufacturing craft
CN108130915B (en) Prefabricated assembled steel frame raft foundation post-casting strip formwork and construction method thereof
CN218255760U (en) A mold for the production of detachable prestressed concrete prefabricated laminated slabs
CN110843095A (en) Concrete box mould, manufacturing method thereof and mould-dismantling-free building method
CN206953253U (en) Precast prestressed thermal insulation external wall panel and particular manufacturing craft
CN210086579U (en) Prefabricated construction of assembled UHPC superimposed shear wall
CN108032426B (en) Laminated preparation method of trough plate
CN203878835U (en) Composite floor
CN107035045A (en) A kind of precast concrete bidirectional hollow plate and preparation method thereof
CN217630810U (en) Convenient assembled wallboard
CN212001878U (en) A kind of prefabricated floor slab without demoulding
CN204849733U (en) High performance concrete wave form sheet pile and forming die
CN110952710B (en) Prefabricated floor slab with disassembly-free mold and production method thereof
CN212001877U (en) A mold-free module for the production of prefabricated parts and a prefabricated part comprising the module
CN205935392U (en) Prestressing force sheet metal with ribbing and pouring mold thereof
CN217652124U (en) Prefabricated concrete blocks

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant