CN109989555A - A kind of precast concrete moulding and its mounting structure and installation method - Google Patents
A kind of precast concrete moulding and its mounting structure and installation method Download PDFInfo
- Publication number
- CN109989555A CN109989555A CN201910289521.6A CN201910289521A CN109989555A CN 109989555 A CN109989555 A CN 109989555A CN 201910289521 A CN201910289521 A CN 201910289521A CN 109989555 A CN109989555 A CN 109989555A
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- CN
- China
- Prior art keywords
- precast concrete
- moulding
- structure wall
- reinforcing bar
- concrete moulding
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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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of precast concrete moulding and its mounting structure and installation method, belong to technical field of buildings, the precast concrete moulding includes moulding ontology, for being mounted on structure wall, framework of steel reinforcement is prefabricated in the moulding ontology, the moulding ontology is equipped with multiple embedding grooves between the opposite surface of structure wall is uniform up and down, and the connector for structure wall fix affixed with the framework of steel reinforcement is equipped in each embedding groove；The mounting structure of the precast concrete moulding, including the expansion bolt for being hung for the connector being threaded through on structure wall.Precast concrete moulding internal preset provided by the invention has framework of steel reinforcement, connector is connected on framework of steel reinforcement, to solve the problems, such as that template caused by pre-buried anchor reinforcing bar sets up inconvenience in structure wall in the prior art, connector, which is hung on structure wall, solves the problems, such as existing be not connected firmly.
Description
Technical field
The invention belongs to technical field of buildings, and in particular to a kind of precast concrete moulding, in addition, the present invention also relates to
And the mounting structure and installation method of above-mentioned precast concrete moulding.
Background technique
With being constantly progressive for society, people are also higher and higher to the design requirement of building, therefore can be in facade
Vertical concrete lines are set and carry out moulding.At present traditional vertical moulding be together with structure wall construction complete or
Using wall pre-embedded anchor reinforcing bar to be protruded into the method anchored in moulding construction, template had both been influenced in this way and had been set up, had been caused
Artificial waste, in addition also results in concrete decorative line item and is not connected firmly with structure wall, being not only easy to fall off also will cause
Safety accident.
Summary of the invention
Problem based on the above background, the present invention is intended to provide a kind of precast concrete moulding, directly in moulding
Interior prefabricated connector, will not influence template and sets up, and it is easy to operate firmly install, it is a further object of the present invention to provide above-mentioned pre-
The mounting structure and installation method of concrete decorative line item processed.
In order to achieve the above objectives, present invention provide the technical scheme that
A kind of precast concrete moulding, for being mounted on structure wall, including moulding ontology, the decoration
Be prefabricated with framework of steel reinforcement in lines ontology, the moulding ontology surface opposite with structure wall up and down uniformly between be equipped with it is more
A embedding groove, be equipped in each embedding groove with the framework of steel reinforcement it is affixed for the connection fixed with structure wall
Part.
In one embodiment, the connector be with the framework of steel reinforcement it is affixed for moulding ontology to be hung
Bolt snap ring on structure wall.
Preferably, the framework of steel reinforcement includes along moulding ontology extending direction the first reinforcing bar disposed in parallel and second
Reinforcing bar is connected between first reinforcing bar and the second reinforcing bar by the connection reinforcing bar of spaced set, the one of the bolt snap ring
End is affixed with the first reinforcing bar, and the other end and the second reinforcing bar are affixed.
It is highly preferred that the bolt snap ring includes affixed first crossbar vertical with first reinforcing bar and described second
The vertical affixed second crossbar of reinforcing bar and the third cross bar for connecting the first crossbar and second crossbar, the third
The upward convex snap ring that gap is provided with equipped with bottom end on cross bar.
In one embodiment, the bottom surface of each embedding groove is inclined-plane.
Preferably, the spacing between the two neighboring embedding groove is 500mm.
It is a further object to provide the mounting structures of above-mentioned precast concrete moulding, including are threaded through knot
The expansion bolt for being hung for the connector on structure wall.
Preferably, one end that the expansion bolt extends structure wall is 20mm at a distance from structure wall outer surface.
The present invention also provides the installation methods of above-mentioned precast concrete moulding, comprising the following steps: first in structure
Expansion bolt is set on wall, the connector on the precast concrete moulding is then buckled in the expansion bolt and is prolonged
It stretches out at the shank of bolt of structure wall outer surface, will finally be closed between the precast concrete moulding and structure wall.
Wherein, it after the connector on the precast concrete moulding is snapped on expansion bolt, adjusts prefabricated
The spacing of concrete decorative line item and structure wall controls the spacing in 1-3mm.
Compared with prior art, the present invention has the effect that
1, precast concrete moulding internal preset provided by the invention has framework of steel reinforcement, the company of being connected on framework of steel reinforcement
Fitting, to solve the problems, such as that template caused by pre-buried anchor reinforcing bar sets up inconvenience in structure wall in the prior art, even
Fitting, which is hung on structure wall, solves the problems, such as existing be not connected firmly；2, connector need to only be hung when present invention installation
It is easy to operate on the expansion bolt being arranged on structure wall, and manpower can be saved.
Detailed description of the invention
Fig. 1 is precast concrete moulding main view in the embodiment of the present invention 1；
Fig. 2 is precast concrete moulding side view cutaway drawing in the embodiment of the present invention 1；
Fig. 3 is precast concrete moulding overhead sectional view in the embodiment of the present invention 1；
Fig. 4 is the structural schematic diagram of bolt snap ring in the embodiment of the present invention 1；
Fig. 5 is precast concrete moulding mounting structure schematic diagram in the embodiment of the present invention 2；
Fig. 6 is the partial enlarged view in Fig. 5 at A.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment only
It is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill people
Member's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
It constructs together with structure wall completion or using by wall pre-embedded to solve vertical moulding in the prior art
Anchor reinforcing bar protrudes into template caused by the method construction anchored in moulding and sets up inconvenience and install insecure etc. ask
Topic, the present invention provide a kind of precast concrete moulding, solve by connector prefabricated in concrete decorative line item existing
Have and preset template caused by anchor reinforcing bar on structure wall and set up inconvenient problem, by by the precast concrete decorative thread
Item is hung on structure wall outer surface and solves the problems, such as that installation is unstable.It is described followed by specific embodiment.It needs
It is noted that " back side " refers to surface opposite with structure wall when the installation of precast concrete moulding.
Embodiment 1
A kind of precast concrete moulding, as illustrated in fig. 1 and 2, including moulding ontology 1, the moulding sheet
Be prefabricated with framework of steel reinforcement in body 1, the back side of the moulding ontology 1 up and down uniformly between be equipped with multiple embedding grooves 101, Mei Gesuo
It states and is equipped with the connector for structure wall 2 fix affixed with the framework of steel reinforcement in embedding groove 101.
In the present embodiment, as illustrated in fig. 1 and 2, the size of the moulding ontology 1 is 1000mm*50mm*500mm,
Spacing between the embedding groove 101 is 500mm, and the size of the embedding groove 101 is 79mm*23mm*40mm, for the ease of peace
The bottom surface of the embedding groove 101 is set inclined-plane by dress, in this way when the edge of moulding ontology 1 and structure wall 2 is sealed
When closing not tight, water easy-storing is not allowed on inclined-plane, can protect to the connector in embedding groove 101, prevent from corroding, but specific
In use, the bottom surface of embedding groove 101 is not limited to inclined-plane.As shown in Figure 1-3, the framework of steel reinforcement includes vertically being arranged in parallel
The first reinforcing bar 102 and the second reinforcing bar 103, pass through the company of spaced set between first reinforcing bar 101 and the second reinforcing bar 102
Connect the connection of reinforcing bar 104, first reinforcing bar and 102 and second the diameter of reinforcing bar 103 be 8mm, between the connection reinforcing bar 104
Spacing be 200mm.
In the present embodiment, as illustrated in fig. 1 and 2, the connector be with the framework of steel reinforcement it is affixed for will decorate
Lines ontology is hung on the bolt snap ring on structure wall 2, as shown in figure 4, the bolt snap ring includes and first reinforcing bar
102 vertical affixed first crossbars 105, affixed second crossbar 106 vertical with second reinforcing bar 103 and for connecting
The third cross bar 107 of the first crossbar 104 and second crossbar 105, it is upward convex on the third cross bar 107 to be provided with equipped with bottom end
The snap ring 108 of gap, wherein the middle position of third cross bar 106 is arranged in the snap ring 108, and the diameter of snap ring 108 is
8mm.In further embodiments, the connector is not limited to the structure in the present embodiment, can be moulding
Any equivalent structure being hung on structure wall 2.
It should be noted that the present embodiment is said with the moulding ontology having a size of 1000mm*50mm*500mm
Bright, the size of other component is set on the basis of the moulding ontology of the size；In specifically used, dress
The size of ornamental thread ontology and each component, which can according to need, to be adjusted, and the size in use is not represented.
Embodiment 2
The present embodiment provides the mounting structures of the precast concrete moulding in embodiment 1, as it can be seen in figures 5 and 6, including
The expansion bolt 201 for hanging for the bolt snap ring being threaded through on structure wall 2, the expansion bolt 201 extend
One end of structure wall 2 is 20mm at a distance from 2 outer surface of structure wall.
The installation method of the precast concrete moulding of embodiment 1, comprising the following steps: first on structure wall 2
Expansion bolt 201 is set, and about 201 expansion bolt is uniformly arranged, and the spacing between two neighboring expansion bolt 201 is
500mm, the diameter of expansion bolt 201 are 10mm；Then by the precast concrete moulding upper snap ring 108 from bottom gap
Place is buckled in the expansion bolt 201 and extends at the shank of bolt of 2 outer surface of structure wall；Finally adjust moulding ontology 1
With the spacing of structure wall 2, the spacing is controlled in 1-3mm, and by moulding ontology 1 and is tied with water-protected enclosure glue water mixing mud
It is closed between structure wall 2.
It should be pointed out that for those of ordinary skill in the art, without departing from the concept of the premise of the invention,
Various modifications and improvements can be made, and these are all within the scope of protection of the present invention.
Claims (10)
1. a kind of precast concrete moulding, for being mounted on structure wall, including moulding ontology, feature exist
In framework of steel reinforcement being prefabricated in the moulding ontology, above and below the moulding ontology surface opposite with structure wall
Multiple embedding grooves are equipped between uniformly, be equipped in each embedding groove with the framework of steel reinforcement it is affixed be used for and structure wall
Fixed connector.
2. precast concrete moulding according to claim 1, which is characterized in that the connector be and the reinforcing bar
The affixed bolt snap ring for being hung on moulding ontology on structure wall of skeleton.
3. precast concrete moulding according to claim 2, which is characterized in that the framework of steel reinforcement includes along decoration
Lines ontology extending direction the first reinforcing bar disposed in parallel and the second reinforcing bar, pass through between first reinforcing bar and the second reinforcing bar
The connection reinforcing bar connection of spacing setting, one end of the bolt snap ring and the first reinforcing bar are affixed, and the other end and the second reinforcing bar are affixed.
4. precast concrete moulding according to claim 3, which is characterized in that the bolt snap ring include with it is described
The vertical affixed first crossbar of first reinforcing bar, affixed second crossbar vertical with second reinforcing bar and for described in connecting
The third cross bar of first crossbar and second crossbar, the upward convex snap ring that gap is provided with equipped with bottom end on the third cross bar.
5. precast concrete moulding according to claim 1, which is characterized in that the bottom surface of each embedding groove is equal
For inclined-plane.
6. precast concrete moulding according to claim 5, which is characterized in that between the two neighboring embedding groove
Spacing be 500mm.
7. a kind of mounting structure of the precast concrete moulding as described in claim 1-6 is any, which is characterized in that including
The expansion bolt for being hung for the connector being threaded through on structure wall.
8. the mounting structure of precast concrete moulding according to claim 7, which is characterized in that the expansion bolt
The one end for extending structure wall is 18-22mm at a distance from structure wall outer surface.
9. a kind of installation method of the precast concrete moulding as described in claim 1-6, which is characterized in that including following
Step: being arranged expansion bolt on structure wall first, then buckles the connector on the precast concrete moulding
At the shank of bolt that the expansion bolt extends structure wall outer surface, finally by the precast concrete moulding and knot
It is closed between structure wall.
10. the installation method of precast concrete moulding according to claim 9, which is characterized in that will be described pre-
After connector on concrete decorative line item processed is snapped on expansion bolt, precast concrete moulding and structure wall are adjusted
Spacing, control the spacing in 1-3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910289521.6A CN109989555A (en) | 2019-04-11 | 2019-04-11 | A kind of precast concrete moulding and its mounting structure and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910289521.6A CN109989555A (en) | 2019-04-11 | 2019-04-11 | A kind of precast concrete moulding and its mounting structure and installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109989555A true CN109989555A (en) | 2019-07-09 |
Family
ID=67133157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910289521.6A Pending CN109989555A (en) | 2019-04-11 | 2019-04-11 | A kind of precast concrete moulding and its mounting structure and installation method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576801A (en) * | 2020-04-29 | 2020-08-25 | 承德卉原建筑劳务分包有限公司 | Plastering construction method for steel wire mesh frame wallboard |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060008115A (en) * | 2004-07-23 | 2006-01-26 | 전인기 | Molding for decoration of a building surface |
| CN205382683U (en) * | 2016-02-29 | 2016-07-13 | 清远市鑫叶新型装饰材料有限公司 | External moulding of pouring of marble |
| CN205712854U (en) * | 2016-06-13 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of GRC component and mounting structure thereof |
| CN106320662A (en) * | 2016-08-24 | 2017-01-11 | 中国冶集团有限公司 | Construction method for decorating superwide concrete lines on outer wall of building |
-
2019
- 2019-04-11 CN CN201910289521.6A patent/CN109989555A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060008115A (en) * | 2004-07-23 | 2006-01-26 | 전인기 | Molding for decoration of a building surface |
| CN205382683U (en) * | 2016-02-29 | 2016-07-13 | 清远市鑫叶新型装饰材料有限公司 | External moulding of pouring of marble |
| CN205712854U (en) * | 2016-06-13 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of GRC component and mounting structure thereof |
| CN106320662A (en) * | 2016-08-24 | 2017-01-11 | 中国冶集团有限公司 | Construction method for decorating superwide concrete lines on outer wall of building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576801A (en) * | 2020-04-29 | 2020-08-25 | 承德卉原建筑劳务分包有限公司 | Plastering construction method for steel wire mesh frame wallboard |
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| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190709 |
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| RJ01 | Rejection of invention patent application after publication |