CN201495684U - Novel precast slab - Google Patents
Novel precast slab Download PDFInfo
- Publication number
- CN201495684U CN201495684U CN2009203074020U CN200920307402U CN201495684U CN 201495684 U CN201495684 U CN 201495684U CN 2009203074020 U CN2009203074020 U CN 2009203074020U CN 200920307402 U CN200920307402 U CN 200920307402U CN 201495684 U CN201495684 U CN 201495684U
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- reinforcing bar
- plate body
- utility
- precast
- model
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Abstract
The utility model discloses a novel precast slab and relates to a precast slab which enables the precast slabs to be closely connected mutually. The utility model aims to provide a novel precast slab with a simple structure, the mutual close matching and connection of the precast slabs, and good stability. The utility model aims to realize the novel precast slab through the technical scheme that a cuboid slab body and reinforcement bars penetrating through the slab body in the length direction and in the width direction are included; the reinforcement bars in the length direction and in the width direction are parallelly arranged respectively; two ends of the reinforcement bars extend from the edge of the slab body; and a connecting part is formed by bending two ends of the reinforcement bars. The utility model is mainly applied to construction materials.
Description
Technical field
The utility model relates to a kind of precast plate, particularly relates to a kind ofly can making mutual close-connected new precast panel between the precast plate.
Background technology
In existing modern architecture, the precast plate that people use when building the house is the band circular hole and adds the concrete casting cast panel that reinforcing bar connects, after 5.12 earthquakes for for the purpose of firm, people change the method for using cast-in-situ concrete again into, the direct result that the mode of these construction causes is the waste of huge material and manpower, because a lot of materials can't be reused, increased a large amount of costs, and build the fund that the house consumes by said method, time and efforts also is very huge, the increase of these costs will bring bigger burden to people, original precast plate can not be used further to build the house by facts have proved, so we need a kind of house of construction that can either make more firm, and the not high again new constructional materials of building of cost improves present situation.
The utility model content
The purpose of this utility model provides a kind of simple in structure, can make precast plate be closely connected the new precast panel that steadiness is good between mutually.
The purpose of this utility model realizes by following technical proposal: a kind of new precast panel, the plate body and the reinforcing bar that runs through plate body length direction and width that comprise cuboid, reinforcing bar on length direction and the width is arranged in parallel respectively, stretch out from the plate body edge at the two ends of reinforcing bar, and the two ends end bent of reinforcing bar becomes connecting portion.
Described connecting portion is bent to hook-shaped.
Described connecting portion is bent to the circle shape.
On the plate body length direction or the reinforcing bar on the width can be respectively horizontal distribution on an aspect, also can be horizontal distribution on a plurality of aspects, and the reinforcing bar on adjacent two aspects is in staggered distribution into the structure that the cross section is a triangle between up and down.
Offer the through hole that runs through whole plate body on the plate body between each reinforcing bar with parallel reinforced steel bar.
From architectural feature of the present utility model as can be seen, advantage of the present utility model is: original precast plate is improved, the connection that has increased between the precast plate cooperates, has good seismic resistance, and its fastness is very good, but one-shot forming when precast plate is cast can determine as required that precast plate adds through hole or do not add through hole, conservation has reduced cost greatly.
Description of drawings
The utility model will illustrate by embodiment and with reference to the mode of accompanying drawing, wherein:
Fig. 1 is a structural representation of the present utility model
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further:
Preferred embodiment
A kind of new precast panel as shown in Figure 1, the plate body 1 and the reinforcing bar 2 that runs through plate body 1 length direction and width that comprise cuboid, reinforcing bar 2 on length direction and the width is arranged in parallel respectively, stretch out from plate body 1 edge at the two ends of reinforcing bar 2, and the two ends end bent of reinforcing bar 2 becomes connecting portion 3.
Described connecting portion 3 is bent to hook-shaped.
Described connecting portion 3 is bent to the circle shape.
On plate body 1 length direction or the reinforcing bar on the width 2 can be respectively horizontal distribution on an aspect, also can be horizontal distribution on a plurality of aspects, and the reinforcing bar on adjacent two aspects is in staggered distribution into the structure that the cross section is a triangle between about in the of 2.
Offer the through hole that run through whole plate body 14 parallel on the plate body 1 between each reinforcing bar 2 with reinforcing bar 2.
A kind of new precast panel of the present utility model and existing casting floor have same steadiness, and the material-saving that in the process of building, more saves time, reinforcing bar 2 on four edges of precast plate is bent to connecting portion 3, when building, the connecting portion 3 of two adjacent precast plates is worked in coordination, then reinforcing bar 2 is passed the numerous connecting portions 3 on the same aspect, realize closely connecting and having very strong resistance to tension, anti-seismic performance is good.Precast plate is machine-shaping in advance, reinforcing bar 2 runs through plate body 1, determines the quality and quantity of reinforcing bar 2 as requested, and considers whether to offer on precast plate plate body 1 through hole 4, on the basis that does not reduce steadiness,, reduce construction cost to alleviate the weight of precast plate.We can say that the utility model has been concentrated the plurality of advantages of existing building material.
Disclosed all features in this manual except mutually exclusive feature, all can make up by any way.
Disclosed arbitrary feature in this manual (comprising any accessory claim, summary and accompanying drawing) is unless special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, unless special narration, each feature is an example in a series of equivalences or the similar characteristics.
The above only is preferred embodiment of the present utility model; not in order to restriction the utility model; all any modifications of within spirit of the present utility model and principle, being done, be equal to and replace and improvement etc., all should be included within the protection domain of the present utility model.
Claims (5)
1. new precast panel, comprise the plate body (1) of cuboid and run through the reinforcing bar (2) of plate body (1) length direction and width, it is characterized in that the reinforcing bar (2) on length direction and the width is arranged in parallel respectively, stretch out from plate body (1) edge at the two ends of reinforcing bar (2), and the two ends end bent of reinforcing bar (2) becomes connecting portion (3).
2. a kind of new precast panel according to claim 1 is characterized in that described connecting portion (3) is bent to hook-shaped.
3. a kind of new precast panel according to claim 1 is characterized in that described connecting portion (3) is bent to the circle shape.
4. according to claim 1 or 2 or 3 one of them described a kind of new precast panel, it is characterized in that on plate body (1) length direction or the reinforcing bar on the width (2) can be respectively horizontal distribution on an aspect, also can be horizontal distribution on a plurality of aspects, and the reinforcing bar (2) on adjacent two aspects is in staggered distribution into the structure that the cross section is a triangle between up and down.
5. a kind of new precast panel according to claim 4 is characterized in that offering on the plate body (1) between each reinforcing bar (2) through hole that run through whole plate body (1) (4) parallel with reinforcing bar (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203074020U CN201495684U (en) | 2009-08-05 | 2009-08-05 | Novel precast slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203074020U CN201495684U (en) | 2009-08-05 | 2009-08-05 | Novel precast slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495684U true CN201495684U (en) | 2010-06-02 |
Family
ID=42438892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203074020U Expired - Fee Related CN201495684U (en) | 2009-08-05 | 2009-08-05 | Novel precast slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495684U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088454A (en) * | 2016-06-16 | 2016-11-09 | 湖南三快而居住宅工业有限公司 | Extrusion molding wear muscle precoated plate and preparation method thereof |
| CN107605095A (en) * | 2017-08-15 | 2018-01-19 | 浙江省建设投资集团股份有限公司 | Benzvalene form muscle overlapping prefabricated board and preparation method thereof |
| CN108978982A (en) * | 2018-08-17 | 2018-12-11 | 浙江中天建筑产业化有限公司 | A kind of prefabricated board with antiskid function |
| CN109025043A (en) * | 2018-06-22 | 2018-12-18 | 无锡环中科技服务有限公司 | A kind of prefabricated board being embedded with carbon fiber stratum reticulare and its manufacturing method |
-
2009
- 2009-08-05 CN CN2009203074020U patent/CN201495684U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088454A (en) * | 2016-06-16 | 2016-11-09 | 湖南三快而居住宅工业有限公司 | Extrusion molding wear muscle precoated plate and preparation method thereof |
| CN107605095A (en) * | 2017-08-15 | 2018-01-19 | 浙江省建设投资集团股份有限公司 | Benzvalene form muscle overlapping prefabricated board and preparation method thereof |
| CN109025043A (en) * | 2018-06-22 | 2018-12-18 | 无锡环中科技服务有限公司 | A kind of prefabricated board being embedded with carbon fiber stratum reticulare and its manufacturing method |
| CN108978982A (en) * | 2018-08-17 | 2018-12-11 | 浙江中天建筑产业化有限公司 | A kind of prefabricated board with antiskid function |
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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: 20100602 Termination date: 20130805 |