CN206328916U - Precast type panel structure - Google Patents
Precast type panel structure Download PDFInfo
- Publication number
- CN206328916U CN206328916U CN201621322484.2U CN201621322484U CN206328916U CN 206328916 U CN206328916 U CN 206328916U CN 201621322484 U CN201621322484 U CN 201621322484U CN 206328916 U CN206328916 U CN 206328916U
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- component
- base plate
- opposite side
- panel structure
- type panel
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- 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.)
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Abstract
A kind of precast type panel structure, includes base plate, first component, second component, the 3rd component, the 4th component, it is characterised in that:First component is arranged at base plate side, and second component is arranged at base plate opposite side;3rd component side connection first component side, opposite side connection second component side, and the 3rd component is orthogonal with first component and second component is arranged on base plate;4th component side connects first component opposite side, opposite side connection second component opposite side, and the 4th component is orthogonal with first component and second component is arranged on base plate;First component and second component are oppositely arranged, and the 3rd component and the 4th component are oppositely arranged, and first component, second component, the 3rd component, the 4th component and base plate enclose and be configured to an accommodation space.The beneficial effects of the utility model are:Easy construction, construction is rapid, and man-hour shortens, cost reduction, can mitigate metope weight, structure safety, waterproof, fire prevention, heat-insulated.
Description
Technical field
The utility model is related to a kind of panel structure, particularly a kind of precast type panel structure.
Background technology
Conventional wallboard form of construction work measures in job site and plans construction process, then again according to needed for grouting wallboard
Facility (such as column, channel, skeleton, outside plate) be layed in job site and tamp job space to carry out grouting.Wherein because
Operation, site environment weather, construction site limitation and workmen's specialized capability etc. are mended in raw material calculating, fortune can all influence to apply
The quality of work, can also cause to be delayed construction speed what is more because of these factors.
Grouting is tamped after the completion of operation because that need to carry out concrete curing in addition, its in also needing to elongate the engineering time in maintenance,
And the defect produced in operation process is tamped plus grouting.Explanation grouting tamp be limited in operation process it is many because
Element, and then elongate man-hour, improve construction cost and influence construction quality.Furthermore wallboard scene is in the milk for workmen
Belong to high-risk working environment, construction operation carried out in the unstable and workplace caused anxiety of safety, except cause construction inconvenience,
Outside security consideration, construction speed can be also influenceed.
Utility model content
The purpose of this utility model is to provide a kind of precast type panel structure, to solve above-mentioned existing issue.
The technical solution of the utility model is as follows:A kind of precast type panel structure, includes base plate, first component, the second structure
Part, the 3rd component, the 4th component, it is characterised in that:First component is arranged at base plate side, and it is another that second component is arranged at base plate
Side;3rd component side connection first component side, opposite side connection second component side, and the 3rd component and first component with
And second component is orthogonal is arranged on base plate;4th component side connects first component opposite side, opposite side connection second component
Opposite side, and the 4th component is orthogonal with first component and second component is arranged on base plate;First component and second component
Be oppositely arranged, the 3rd component and the 4th component are oppositely arranged, and first component, second component, the 3rd component, the 4th component with
And base plate encloses and is configured to an accommodation space.
First component and second component are L-type angle bar, and setting direction system and the setting of second component of first component
In the opposite direction.
Accommodation space sets an at least mesh, and mesh can be spot welding steel wire.
Second component and the 4th component side set a waterproof foaming piece.
The beneficial effects of the utility model are:Easy construction, construction is rapid, and man-hour shortens, cost reduction, can mitigate wall
Face weight, structure safety is waterproof, fire prevention, heat-insulated.
Brief description of the drawings
Fig. 1 is the schematic perspective view of the utility model precast type panel structure;
Fig. 2 is the utility model wallboard module schematic diagram;
Fig. 3 is the plural precast type panel structure constitutional diagram of the utility model first embodiment;
Fig. 4 is the plural precast type panel structure constitutional diagram of the utility model second embodiment;
Fig. 5 is the waterproof foaming piece schematic diagram of the utility model 3rd embodiment.
Indicated in figure:1st, precast type panel structure, 10, wallboard module, 20, base plate, 40, first component, the 50, the 3rd structure
Part, 60, second component, the 70, the 4th component, 80, accommodation space, 802, mesh, 90, square orifice, 100, waterproof foaming piece.
Embodiment
With reference to accompanying drawing, the utility model is described in further detail.
A kind of precast type panel structure, includes base plate 20, first component 40, second component 60, the 3rd component 50, the 4th structure
Part 70, it is characterised in that:First component 40 is arranged at the side of base plate 20, and second component 60 is arranged at the opposite side of base plate 20;
3rd, the side of the 3rd component 50 connection first component 40 side, opposite side connection second component 60 side, and the 3rd structure
Part 50 is orthogonal with first component 40 and second component 60 to be arranged on base plate 20;The side of 4th component 70 connects first component 40
Opposite side, the opposite side connection opposite side of second component 60, and the 4th component 70 is orthogonal with first component 40 and second component 60
It is arranged on base plate 20;First component 40 and second component 60 are oppositely arranged, and the 3rd component 50 and the 4th component 70 are relative
Set, and first component 40, second component 60, the 3rd component 50, the 4th component 70 and base plate 20 enclose and are configured to an accommodating sky
Between 80.First component 40 and second component 60 are L-type angle bar, and setting direction system and the second component 60 of first component 40
Setting direction is opposite.Accommodation space 80 sets an at least mesh 802, and mesh 802 can be spot welding steel wire.Second component 60
And the side of the 4th component 70 sets a waterproof foaming piece 100.
With reference to Fig. 2,3, the plural precast type panel structure constitutional diagram of wallboard module schematic diagram and first embodiment.As schemed
Shown, first component 40 and second component 60 can be L-type angle bar, and the setting direction and second component 60 of first component 40
Setting direction is opposite.Being arranged such can carry out first component 40 and the second component 60 of any one group of precast type panel structure 1
Assembly and connection, second component 60 can carry out assembly and connection with the first component 40 of any one group of precast type panel structure 1, and in connecing
A square orifice 90 is formed after conjunction.Wherein first component 40 can be in the both sides end of first component 40 with the connected mode of second component 60
End is spirally connected with the both-side ends progress screw of second component 60 or is attached fixation using welding rod welding manner.It is square in addition
Mouthful 90 sides are close to steel structure or are intended to fixed face for shape, can pass through give construction material material that is affixed or being spirally connected (such as adhesive agent,
Welding rod, screw etc.) it is attached, to consolidate precast type panel structure 1 on the face that steel structure is either pre-fixed.
Lightweight concrete, strong concrete are refilled afterwards or have the concrete of light-high-strength to accommodation space
80 to carry out plural wallboard precasting operations for forming, and the wallboard module 10 of shaping is as shown in Figure 2.Other accommodation space 80 can be set to
A few mesh 802, and mesh 802 can be spot welding steel wire.By the erection of spot welding steel wire cause these it is mixed intend soil in
When carrying out wallboard precasting operations for forming in accommodation space 80, prevent in the forming process of wallboard module 10 because pulling force effect produces tortoise
Split, and then strengthen the impact resistance of wallboard product.
With reference to Fig. 2 or Fig. 4, it is the wallboard module schematic diagram of this creation and the plural precast type wallboard of second embodiment
Structure constitutional diagram.As illustrated, the 3rd component 50 and the 4th component 70 can be L-type angle bar, and the setting side of the 3rd component 50
To being opposite with the setting direction of the 4th component 70.The 3rd component 50 and any one group of knot of precast type wallboard 1 can be made by being arranged such
4th component 70 of structure carries out assembly and connection, the 3rd component 50 that the 4th component 70 can be with any one group of precast type panel structure 1
Assembly and connection is carried out, and in forming a square orifice 90 after engagement.The connected mode of wherein the 3rd component 50 and the 4th component 70 can
Screw, which is carried out, in the both-side ends of the 3rd component 50 and the both-side ends of the 4th component 70 is spirally connected or utilizes welding rod welding side
Formula is attached fixation.The side of square orifice 90 is close to steel structure or is intended to fixed face in addition, can pass through and gives affixed or be spirally connected
Construction material material (such as adhesive agent, welding rod, screw) be attached, with firm precast type panel structure 1 in steel structure either
On the face pre-fixed.
In addition, above-mentioned precast type panel structure 1 can according to Field design demand, in advance in outside job site (for example
Factory) wallboard precasting operations for forming is carried out, then required quantity and appropriate size volume wallboard module 10 are provided to construction
Scene carries out wallboard assembling operation in workmen.
With reference to Fig. 5, it is the utility model waterproof foaming piece schematic diagram.As illustrated, the of the present utility model 3rd implements
Concrete to the accommodation space 80 that example can either have light-high-strength in light filling concrete, strong concrete carries out wall
Before plate precasting shaping work, the side prior to the component 70 of second component 60 and the 4th sets a waterproof foaming piece 100, then
It is further filled with these concrete and carries out wallboard precasting operations for forming.The setting of wherein waterproof foaming piece 100 contributes to wallboard to cast in advance
In shape operation process, prevent from, because of amblent air temperature or human factor influence, causing aqueous vapor to infiltrate into accommodation space 80, and then destroy
The structural intergrity of wallboard precasting shaping.When other waterproof foaming piece 100 also can be as wallboard precasting forming operation, give shockproof
Effect of buffer protection.Intend the native rising-heat contracting-cold property of itself because mixed, if produced additional stress is more than the tension of concrete
Easily crack is produced during intensity.Therefore setting waterproof foaming piece 100 can avoid the situation in crack from occurring as protection.
Summary, the utility model has following advantages:1st, easy construction, either can be under the jurisdiction of room in floor plates
Constructed in interior region.2nd, construct rapid, using typically can affixed, the either other connected modes that are spirally connected construction material materials enter
Row assembling can complete the installation of wallboard module.3rd, man-hour shortens.4th, cost is reduced.5th, the pre- type casting moulding of light-high-strength concrete
Wallboard module there is high intensity, light weight, metope weight can be mitigated, thus be suitable as building wall board use.Subtract in addition
Underloading means to reduce infrastructure cost again, and increases structure safety.And the utility model wallboard module also has waterproof, prevented
Fiery, heat-insulated, weather-proof etc. function.
Claims (4)
1. a kind of precast type panel structure, includes base plate(20), first component(40), second component(60), the 3rd component(50)、
4th component(70), it is characterised in that:
First component(40)It is arranged at base plate(20)Side, second component(60)It is arranged at base plate(20)Opposite side;
3rd component(50)Side connects first component(40)Side, opposite side connection second component(60)Side, and the 3rd structure
Part(50)With first component(40)And second component(60)It is orthogonal to be arranged at base plate(20)On;
4th component(70)Side connects first component(40)Opposite side, opposite side connection second component(60)Opposite side, and the
Four components(70)With first component(40)And second component(60)It is orthogonal to be arranged at base plate(20)On;
First component(40)And second component(60)It is oppositely arranged, the 3rd component(50)And the 4th component(70)It is relative to set
Put, and first component(40), second component(60), the 3rd component(50), the 4th component(70)And base plate(20)Enclose and be configured to
One accommodation space(80).
2. precast type panel structure according to claim 1, it is characterised in that:First component(40)And second component
(60)For L-type angle bar, and first component(40)Setting direction system and second component(60)Setting direction it is opposite.
3. precast type panel structure according to claim 1, it is characterised in that:Accommodation space(80)Setting at least one is netted
Part(802), mesh(802)It can be spot welding steel wire.
4. precast type panel structure according to claim 1, it is characterised in that:Second component(60)And the 4th component
(70)Side sets a waterproof foaming piece(100).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621322484.2U CN206328916U (en) | 2016-12-05 | 2016-12-05 | Precast type panel structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621322484.2U CN206328916U (en) | 2016-12-05 | 2016-12-05 | Precast type panel structure |
Publications (1)
Publication Number | Publication Date |
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CN206328916U true CN206328916U (en) | 2017-07-14 |
Family
ID=59288319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201621322484.2U Expired - Fee Related CN206328916U (en) | 2016-12-05 | 2016-12-05 | Precast type panel structure |
Country Status (1)
Country | Link |
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CN (1) | CN206328916U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106639067A (en) * | 2016-12-05 | 2017-05-10 | 宁波平海建材有限公司 | Pre-cast wall plate structure |
CN108560815A (en) * | 2017-12-22 | 2018-09-21 | 宁波平海建材有限公司 | Precast type panel structure |
-
2016
- 2016-12-05 CN CN201621322484.2U patent/CN206328916U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106639067A (en) * | 2016-12-05 | 2017-05-10 | 宁波平海建材有限公司 | Pre-cast wall plate structure |
CN108560815A (en) * | 2017-12-22 | 2018-09-21 | 宁波平海建材有限公司 | Precast type panel structure |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170714 Termination date: 20171205 |
|
CF01 | Termination of patent right due to non-payment of annual fee |