CN203097041U - Plaster mold box - Google Patents
Plaster mold box Download PDFInfo
- Publication number
- CN203097041U CN203097041U CN 201220691481 CN201220691481U CN203097041U CN 203097041 U CN203097041 U CN 203097041U CN 201220691481 CN201220691481 CN 201220691481 CN 201220691481 U CN201220691481 U CN 201220691481U CN 203097041 U CN203097041 U CN 203097041U
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- Prior art keywords
- reinforcing rib
- diaphragm capsule
- capsule body
- plaster mould
- face
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a plaster mold box. The plaster mold box is characterized by comprising a box-shaped mold box body with one end open, reinforced mesh cloth covers the mold box body, reinforcing ribs are arranged on the inner wall of the mold box body, and a carrying platform and a matched cover plate are arranged at an open end. Compared with the prior art, the plaster mold box is high in strength and convenient to use.
Description
Technical field
The utility model relates to a kind of constructional materials, is specially a kind of box-like plaster mould box.
Background technology
Plaster mould box is that to adopt the cream powder of industry by-product gypsums processing such as means of flue gas desulfurization of power plant gypsum, ardealite be the empty stomach floor packing material that raw material is made, and is the common empty stomach floor packing material researched and developed in recent years such as the substitute products of light-wall pipe, cement top box etc.
Plaster mould box is the girderless floor material on an empty stomach of a kind of novel, lightweight, environmental protection, it is embedded in the cast-in-place concrete floor, make it become floor on an empty stomach, construct high-bearing capacity, high performance composite floor plate, not only save Reinforced Concrete Materials in a large number, and the good characteristic of gypsum is remained in floor.Its technological rationality, structural homogeneity, material economy, Safety and Environmental Protection, energy-saving and cost-reducing property all are in leading domestic status.Product is used widely in building systems such as public building market, square, high residential building, large span girderless floor.Because plaster mould box keeps the characteristic of gypsum, has respiratory function, possess advantages such as insulation, energy-conservation, sound insulation, fire prevention, nontoxic, environmental protection, lightweight, high-strength, vibrationproof and reproducible utilization, by the international and domestic green construction material that can be rated as, be the New Building Materials that China's building energy conservation and Building technology innovation emphasis are promoted.
Plaster mould box-cast-in-situ concrete does not have the building that beam empty stomach floor is applicable to various spans and various loads, is specially adapted to:
1. the multilayer and the highrise building of large span and big load, large space, as: big-and-middle-sized public building such as commercial building, office building, library, exhibition hall, teaching building, station, multistorey parking space, underground garage and industrial premises, warehouse.
Need flexibly at interval or often change the building of use, as: hotel, public place of entertainment, dwelling house, apartment etc.
Adopt the building of centralized air-conditioning, as large-scale office premises, market, garage.
The building that special sound insulation, warming requirement are arranged is as teaching building, laboratory building research and development centre, workshop, freezer etc.
Existing plaster mould box complex structure, intensity are low, can't further satisfy the requirement of light-high-strength.
Summary of the invention
The utility model provides a kind of plaster mould box at above problem, and this plaster mould box is provided with reinforcing rib and cloth in diaphragm capsule, has improved the intensity of plaster mould box, has the advantage of high strength, lightweight.
For achieving the above object, the utility model adopts following technological means:
A kind of plaster mould box comprises the box-like diaphragm capsule body of an end opening, and the inwall of diaphragm capsule body is provided with reinforcing rib at least.
Further, described reinforcing rib is positioned on the side and end face of inwall, and the reinforcing rib on side and the end face is continuous.
Further, between the adjacent side of diaphragm capsule body, the corner that is connected with end face of side is provided with the turning reinforcing rib along closure.
Further, end face is provided with the staggered reinforcing rib of the transverse and longitudinal parallel with the turning reinforcing rib; The transverse and longitudinal reinforcing rib extends to the side by end face always and forms the side reinforcing rib.
Further, described reinforcing rib is and the incorporate semicircle reinforcing rib of diaphragm capsule body.
Further, described diaphragm capsule body is covered with glass enhancing grid cloth.
Further, the sidewall of described diaphragm capsule body by openend to diaphragm capsule the inner inside convergent gradually.
Further, the openend of described diaphragm capsule body is provided with plummer; Also include the cover plate corresponding with plummer.
Further, described diaphragm capsule body is the high strength gypsum based composites.
Further, the vertical projection of described every continuous reinforcing rib is a straight line.
Term: the diaphragm capsule body is box-like: form the box-like of an end opening by horizontal end face and the vertical side that is attached thereto that is positioned at around the end face.
Described side is meant vertical facade all around, end face be meant be positioned at side top or below with it transition form the horizontal end face of box-like diaphragm capsule body continuously.
Described inwall is meant the inner concave of box-like diaphragm capsule body; It is the plane that end face and side elevation are positioned at box body.
Describedly be meant continuously: reinforcing rib extends on the side from end face always, and the centre does not disconnect.
The operating principle of the present utility model and the course of work are as follows:
The utility model adopts box like structure, and this box like structure is common box like structure, such as rectangular box, is provided with reinforcing rib on box body, and for the ease of construction and easy to process, this reinforcing rib preferably is arranged on the inwall of box body.
By being provided with reinforcing rib, making diaphragm capsule have good structural strength, thereby increased substantially the compressive strength of diaphragm capsule.
Reinforcing rib is positioned on inboard facade and the end face, makes reinforcing rib cover on all stress surfaces of plaster mould box, and it can better be used for supporting, and satisfies requirement of strength; Simultaneously, reinforcing rib is positioned at inwall but not outer wall, can make that outer wall is smooth, guarantees outer wall and concrete compatibility.
Simultaneously, reinforcing rib extends on inboard facade and end face continuously, when stressed, can carry along the continuous bearing of trend of reinforcing rib, is subjected to the no longer crooked change of force direction, to the full extent bearing stress.
At the transition link position place of inboard facade and end face, promptly the corner that is connected with face of face is provided with reinforcing rib, makes that the original stressed easy turning tender spots of losing was strengthened.Remaining reinforcing rib is parallel with the turning reinforcing rib, and here parallel is meant parallel respectively, promptly laterally with laterally parallel, vertically and parallel longitudinal, laterally vertically interweave on end face like this, the transverse and longitudinal reinforcing rib extends along the downforce direction of facade always, thereby forms continuous reinforcing rib.
Be covered with glass in the diaphragm capsule body and strengthen grid cloth, further strengthen the compressive strength of diaphragm capsule, make plaster mould box have high-intensity performance.
The diaphragm capsule body is by the inside convergent of openend, the on the one hand convenient demoulding in process, on the other hand, and inside convergent, side elevation all around forms taper, and pressure only can press down and compacting diaphragm capsule side, is difficult for crushing and occurs a bit extruding the phenomenon of explosion from certain.
The opening of diaphragm capsule is provided with plummer, preferably this plummer be by around be positioned at the inboard of openend the concave station plane be formed by connecting, cooperate with plummer to be provided with cover plate, in use, can be used for shutoff diaphragm capsule body.
Plaster mould box adopts the high strength gypsum based composites, has low water absorption, and when construction, plaster mould box can form good interface with cement concrete and combine.
Description of drawings
In order to be illustrated more clearly in the embodiment of the present application or technical scheme of the prior art, to do to introduce simply to the accompanying drawing of required use in embodiment or the description of the Prior Art below, apparently, the accompanying drawing that describes below only is some embodiment that put down in writing among the application, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain other accompanying drawing according to these accompanying drawings;
Fig. 1 is the main TV structure schematic diagram of this diaphragm capsule body;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the vertical view of Fig. 1;
Fig. 4 is the perspective view of this diaphragm capsule body.
The specific embodiment
The following correlation technique content of not addressing all can adopt or use for reference prior art.
In order to make those skilled in the art person understand technical scheme among the application better, below in conjunction with the accompanying drawing in the embodiment of the present application, technical scheme in the embodiment of the present application is clearly and completely described, obviously, described embodiment only is the application's part embodiment, rather than whole embodiment.Based on the embodiment among the application, those of ordinary skills are not making the every other embodiment that is obtained under the creative work prerequisite, all should belong to the scope of the application's protection.
As shown in Figure 1, a kind of plaster mould box comprises the box-like diaphragm capsule body 1 of an end opening, and box-like diaphragm capsule body 1 is made up of end face and the side elevation that is attached thereto that is positioned at around the end face; Described box-like diaphragm capsule body can be multiple shape, and present embodiment adopts approximate rectangular box, also can be other shapes certainly, specifically can make as required.
The diaphragm capsule body is provided with reinforcing rib 2, and concrete is filled uniformity and the stickiness with the diaphragm capsule body when convenience of making from diaphragm capsule and construction, and present embodiment places the diaphragm capsule body interior with reinforcing rib 2.
The material of described reinforcing rib material and plaster mould box is selected identical material for use---the high strength gypsum based composites, present embodiment is made as semi-cylindrical form with reinforcing rib, the face coplane of its plane and plaster mould box body, reinforcing rib and plaster mould box body form integrated setting, and this integrated setting is not later stage interpolation after the preparation of plaster mould box finishes, but plaster mould box body and one of reinforcing rib are filled formation by mould, guarantee the connectivity of reinforcing rib and diaphragm capsule body.
In order to guarantee the intensity of plaster mould box, present embodiment is preferably considered to connect corner at adjacent side elevation, and the corner that side elevation is connected with end face is provided with reinforcing rib.
After the edge of end face is provided with reinforcing rib, with end face laterally or waling is parallel is provided with horizontal and vertical many staggered reinforcing ribs on end face, the transverse and longitudinal reinforcing rib extends always and is arranged on continuously on the side elevation, and extension and continuous direction satisfy: this is at the vertical projection conllinear of end face and the continuous reinforcing rib that extends of facade.
The sidewall of described diaphragm capsule body by openend to diaphragm capsule the inner inside convergent gradually.Described diaphragm capsule body is covered with glass and strengthens grid cloth.
The openend of described diaphragm capsule body is provided with plummer; Also include the cover plate corresponding with plummer.
During use, cover plate is covered on plummer, facing down of cover plate place plaster mould box array rule is neatly arranged, and then the filling concrete concrete gets final product between the plaster mould box then.
The above only is the application's a preferred implementation, makes those skilled in the art can understand or realize the application.Multiple modification to these embodiment will be conspicuous to one skilled in the art, and defined herein General Principle can realize under the situation of the spirit or scope that do not break away from the application in other embodiments.Therefore, the application will can not be restricted to these embodiment shown in this article, but will meet and principle disclosed herein and features of novelty the wideest corresponding to scope.
Claims (10)
1. plaster mould box, it is characterized in that: comprise the box-like diaphragm capsule body of an end opening, the inwall of diaphragm capsule body is provided with reinforcing rib at least.
2. plaster mould box according to claim 1 is characterized in that: described reinforcing rib is positioned on the side and end face of inwall, and the reinforcing rib on side and the end face is continuous.
3. plaster mould box according to claim 1 and 2 is characterized in that: between the adjacent side of diaphragm capsule body, the corner that is connected with end face of side is provided with the turning reinforcing rib along closure.
4. plaster mould box according to claim 3 is characterized in that: end face is provided with the staggered reinforcing rib of the transverse and longitudinal parallel with the turning reinforcing rib; The transverse and longitudinal reinforcing rib extends to the side by end face always and forms the side reinforcing rib.
5. plaster mould box according to claim 4 is characterized in that: described reinforcing rib is and the incorporate semicircle reinforcing rib of diaphragm capsule body.
6. plaster mould box according to claim 1 is characterized in that: described diaphragm capsule body is covered with glass and strengthens grid cloth.
7. according to claim 1 or 6 described plaster mould boxes, it is characterized in that: the sidewall of described diaphragm capsule body by openend to diaphragm capsule the inner inside convergent gradually.
8. plaster mould box according to claim 1 is characterized in that: the openend of described diaphragm capsule body is provided with plummer; Also include the cover plate corresponding with plummer.
9. according to claim 1 or 6 or 8 described plaster mould boxes, it is characterized in that: described diaphragm capsule body is the high strength gypsum based composites.
10. plaster mould box according to claim 4 is characterized in that: the vertical projection of described every continuous reinforcing rib is a straight line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220691481 CN203097041U (en) | 2012-12-14 | 2012-12-14 | Plaster mold box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220691481 CN203097041U (en) | 2012-12-14 | 2012-12-14 | Plaster mold box |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203097041U true CN203097041U (en) | 2013-07-31 |
Family
ID=48848454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220691481 Expired - Fee Related CN203097041U (en) | 2012-12-14 | 2012-12-14 | Plaster mold box |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203097041U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912331A (en) * | 2014-03-13 | 2015-09-16 | 汤锋 | Construction method for cast-in-place concrete hollow floor |
| CN106760112A (en) * | 2016-12-19 | 2017-05-31 | 赵建华 | Plaster mould box and prepare the special production line of plaster mould box |
| CN111702434A (en) * | 2020-04-22 | 2020-09-25 | 安徽帮德电气有限公司 | Aluminum heat dissipation shell machining method |
-
2012
- 2012-12-14 CN CN 201220691481 patent/CN203097041U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912331A (en) * | 2014-03-13 | 2015-09-16 | 汤锋 | Construction method for cast-in-place concrete hollow floor |
| CN104912331B (en) * | 2014-03-13 | 2018-05-22 | 汤锋 | A kind of Construction of Cast-in-situ Concrete Hollow |
| CN106760112A (en) * | 2016-12-19 | 2017-05-31 | 赵建华 | Plaster mould box and prepare the special production line of plaster mould box |
| CN111702434A (en) * | 2020-04-22 | 2020-09-25 | 安徽帮德电气有限公司 | Aluminum heat dissipation shell machining method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130731 Termination date: 20131214 |