CN202509720U - Natural rubble artificial dry masonry decoration wall - Google Patents
Natural rubble artificial dry masonry decoration wall Download PDFInfo
- Publication number
- CN202509720U CN202509720U CN 201220022323 CN201220022323U CN202509720U CN 202509720 U CN202509720 U CN 202509720U CN 201220022323 CN201220022323 CN 201220022323 CN 201220022323 U CN201220022323 U CN 201220022323U CN 202509720 U CN202509720 U CN 202509720U
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- China
- Prior art keywords
- drag hook
- wall
- reinforcing bar
- stone
- pull
- 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
Links
- 238000005034 decoration Methods 0.000 title abstract description 4
- 239000004575 stone Substances 0.000 claims abstract description 100
- 239000002002 slurry Substances 0.000 claims abstract description 16
- 239000011083 cement mortar Substances 0.000 claims abstract description 7
- 230000003014 reinforcing Effects 0.000 claims description 47
- 239000004570 mortar (masonry) Substances 0.000 claims description 19
- 238000005452 bending Methods 0.000 claims description 4
- 210000000614 Ribs Anatomy 0.000 abstract description 26
- 229910000831 Steel Inorganic materials 0.000 abstract description 10
- 239000010959 steel Substances 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 5
- 239000010454 slate Substances 0.000 abstract description 2
- 241000755266 Kathetostoma giganteum Species 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 17
- 238000010276 construction Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 7
- 239000011435 rock Substances 0.000 description 6
- 210000003491 Skin Anatomy 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 206010011376 Crepitations Diseases 0.000 description 1
- 206010040844 Skin exfoliation Diseases 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003203 everyday Effects 0.000 description 1
- 238000004299 exfoliation Methods 0.000 description 1
- 231100001004 fissure Toxicity 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 238000009114 investigational therapy Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000284 resting Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000010186 staining Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 210000001519 tissues Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The utility model discloses a natural rubble artificial dry masonry decoration wall, which comprises a wall body, wherein rubbles are arranged on the wall body; a plurality of steel rib pull hooks perpendicular to the wall body are arranged in connection slits among the rubbles; the flat head ends of the steel rib pull hooks are fixed to the wall body; the pull hook ends of the steel rib pull hooks are exposed from the wall body and lower than the outer surfaces of the rubbles; each steel rib pull hook in each connection slit is connected with a horizontal pull rib; the horizontal pull ribs are arranged in pull hooks of the steel rib pull hooks; cement mortar slurry is filled in the connection slits among the rubbles, so that the steel rib pull hooks, the horizontal pull ribs and the rubbles are fixed together to form a whole; and the slurry covers the hooks of the steel rib pull hooks and is lower than the outer surfaces of the rubbles. Compared with a slate cultural stone wall with the similar artistic effect, the natural rubble artificial dry masonry decoration wall is more natural in the surface texture and the slits and more artistic, low in labor consumption, relatively low in cost and obvious in economical benefit.
Description
Technical field
The utility model relates to the false laid dry decorative wall of natural block of stone.
Background technology
Domestic do not have a false laid dry decorative wall of natural block of stone at present.
The utility model content
The utility model technical problem to be solved just provides the false laid dry decorative wall of a kind of natural block of stone, sound construction, and easy construction, with low cost.
For solving the problems of the technologies described above; The utility model adopts following technical scheme: the false laid dry decorative wall of a kind of natural block of stone; Comprise body of wall, it is characterized in that: said body of wall is provided with piece stone, connects in the seam between piece stone to be provided with some reinforcing bar drag hooks perpendicular to body of wall; The butt end and the body of wall of reinforcing bar drag hook are fixed; The drag hook end of reinforcing bar drag hook exposes body of wall and is lower than piece stone external surface, and every reinforcing bar drag hook that connects in the seam is connected by a horizontal tension rib, and wherein horizontal tension rib places in the drag hook of reinforcing bar drag hook; Connect in the seam filling concrete mortar between piece stone and sit slurry and make that reinforcing bar drag hook, horizontal tension rib and piece stone are fixed to be one, sit slurry and did not have the drag hook of reinforcing bar drag hook and be lower than piece stone external surface.
As preferably, said reinforcing bar drag hook is 500mm * 500mm and evenly distributes on body of wall, and the diameter of reinforcing bar drag hook is 10mm, and the diameter of horizontal tension rib is 6mm.
As preferably, the drag hook length of said reinforcing bar drag hook is 20～30mm, and the drag hook bending angle is less than 45 degree.
As preferably, said cement mortar is sat slurry from piece stone external surface 50mm place's compacting mortar receipts limit.
As preferably, said reinforcing bar drag hook adopts mode and body of wall pre-buried or bar planting to fix.
The utility model beneficial effect is:
Rationally draw materials.The stone material that this law construction is adopted is taken from the consistent rubble of local texture, and rock material resource is abundant, so relative low price, and has enlarged the stone material approach of drawing materials.
Cut the construction environmental protection.This worker method is selected boring for use and is carved squeezing rubble is cut into the piece stone that adheres to specification, and has used low noise, low consumed construction tool, does not need consume water resources in the work progress, does not have construction sewage, and it is also less to produce noise and dust, meets environment protection requirement.
Easy construction sockets firmly.This worker method is utilized the 1:2 masonry of cement mortar, interior seat slurry, and employing is built by laying bricks or stones from the method that external surface 50mm does not have the seat slurry, and with the false laid dry decorative wall of the inner drawknot of reinforcing bar system formation integral blocks stone, outward appearance is laid dry.Easy construction, safe and reliable.
The natural false laid dry decorative wall of stone, stone material texture nature, far think of is made us in the slit, and unique art culture characteristics have good decoration aesthetic effect, meet modern life demand.The Along with people's growth in the living standard has good prospects for application at engineering construction field.
Benefit is obvious.The false laid dry decorative wall of natural block of stone compares with the slate culture stone walling with similar artistic effect, and the natural false laid dry decorative wall of stone surface texture is more natural with the slit, has more artistry, and institute consumes manual work and lacks, and cost is relatively low, and economic benefit is obvious.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is further described:
Fig. 1 is false laid dry decorative wall drawknot system of natural block of stone and building structure sketch map;
Fig. 2 is corner, junction reinforcing bar drawknot and building structure sketch map.
The specific embodiment
Specify false laid dry decorative wall of a kind of natural block of stone of the utility model and job practices thereof below in conjunction with Fig. 1 and Fig. 2,
At first, the structure of the false laid dry decorative wall of natural block of stone is described, is comprised body of wall 1; Said body of wall is provided with piece stone 2; Be provided with some reinforcing bar drag hooks 4 perpendicular to body of wall in the connection seam 3 between piece stone, the butt end and the body of wall of reinforcing bar drag hook are fixed, and the drag hook end of reinforcing bar drag hook exposes body of wall and is lower than piece stone external surface; Every the reinforcing bar drag hook that connects in the seam is connected by a horizontal tension rib 5; Wherein horizontal tension rib places in the drag hook of reinforcing bar drag hook, connects in the seam filling concrete mortar between piece stone and sits slurry 6 and make that reinforcing bar drag hook, horizontal tension rib and piece stone are fixed to be one, sits slurry and does not have the drag hook of reinforcing bar drag hook and be lower than piece stone external surface.Said reinforcing bar drag hook is 500mm * 500mm and evenly distributes on body of wall, and the diameter of reinforcing bar drag hook is 10mm, and the diameter of horizontal tension rib is 6mm.The drag hook length of said reinforcing bar drag hook is 20～30mm, and the drag hook bending angle is less than 45 degree.Said cement mortar is sat slurry and is being received the limit from piece stone external surface 50mm place's compacting mortar.Said reinforcing bar drag hook adopts mode and body of wall pre-buried or bar planting to fix.
The natural false laid dry decorative wall of stone job practices is specially,
5.2 key points for operation
5.2.1 the pre-buried and bar planting of main body of the false laid dry body of wall of piece stone steel tie
1, the false laid dry body of wall of piece stone tension rib should be pre-buried with main body be main.
2, tension rib Embedment Construction inconvenience can φ 10 reinforcing bar anchorage inserted bar modes be handled.
5.2.2 tension rib rust cleaning and node processing
Before building by laying bricks or stones, the body of wall tension rib is handled straight, make the rust cleaning abatement processes after, do not hold that to make length be the drag hook of 20～30mm socketing reinforcing bar, its angle is less than 45 °.
5.2.3 rubble type selecting and branch stripping and slicing stone
1, rubble type selecting.Fully texture consistent bulk face stone or rubble are selected, in order to cutting in local rock material resource of investigation and market.Building stones answer quality hard, fresh, and color and luster is even, and exfoliation layer or crackle must not be arranged, and intensity is not less than MU20, and the rock kind should adhere to specification, and must not use to split stone and land waste.
2, divide stripping and slicing stone.On rubble face rock, draw a circle to approve piece stone scope by the design specifications requirement; On rubble face rock, get out the round of certain depth with boring method, and squeeze into steel with iron hammer along round and carve, repeatable operation; Constantly divide from rock mass and downcut the piece stone that adheres to specification, it is smooth and easy naturally that line is cut on piece stone surface.The allowable variation of piece stone specification and position should adhere to specification, and general thickness is 250～300mm, and length and width are controlled at 150～500mm.
3, the piece clitter is put.Piece stone should concentrate processing cut by specification and quantity establishment officer before building by laying bricks or stones, and the piece stone of cutting-out should be by by different size with need quantity to be stacked to build by laying bricks or stones near the position.Heavier because of piece stone deal, when being stacked at scaffold, its supporting capacity of considered is avoided concentrating and is stacked.
5.2.4 stone block building
1, according to drawing requirement, carry out the measurement setting-out work, coordinate ordnance bench mark and upright good marked rod.Before paving, the dirt of piece stone, scale answer water to rinse well, and the watering of piece stone is moistening, and its surface is fully absorbed, but must not residual ponding.
2, the false laid dry method of piece stone: utilize the 1:2 masonry of cement mortar, interior seat slurry, the limit is received in compacting from external surface 50mm place, does not have the slurry of seat, and outward appearance is the laid dry effect.
3, during stone block building, should emit about sideline according to the center line on basis, hanging wire divides the skin monolithic to crouch to build.Should first degree pendulum before building, make the building stones size matching, big face keeps flat down, exposed surface is concordant, angle inwardly, block-by-block crouches to build to sit and starches, and makes mortar full.Space bigger between stone should be stopped up mortar earlier, and the back is real with the rubble embedding.Forbid elder generation to clog the way of finger stone post-grouting.The mortar joint width generally about 15～25mm, is spread grey thickness 25～35mm.
4, with reference to Fig. 2 corner, junction reinforcing bar drawknot and building structure sketch map, build corner, junction earlier, build by laying bricks or stones to the centre again.Masonry corner, junction are used big with more regular slightly piece stone lap block mutually, and are built by laying bricks or stones simultaneously.As can not build by laying bricks or stones simultaneously, should stay the oblique raft of stairstepping.Build when having any problem as taking, then should whenever at a distance from about the 0.5m height, (lean on the horizontal tension rib in structural wall side and outside height together) and add a φ 6 reinforcing bar drawknot bars at wall corner or junction stone.
5, because of the shape of piece stone and not of uniform size, be difficult to every skin and build flatly, can take to be regardless of skin and build method, the every block substantially at a distance from 500mm height (just in time be reinforcing bar drawknot position) put down.Neighbouring stone of building by laying bricks or stones is answered fissure of displacement overlap joint, avoids vertical straight joint.Must not adopt the edge-on stone in outside, centre to fill out the building method of the heart.Forbidding stone not have slurry reclines.
6, the piece stone walling is built by laying bricks or stones reinforcing bar drawknot system must be set.The be connected inside reinforcing bar of blocking stone walling of the horizontal steel bar φ 6500 that employing is put along mortar joint perpendicular to the equally distributed φ 10 reinforcing bar drag hooks of agent structure 500mm * 500mm with along wall sockets structure, solidifies the inside drawknot system that forms the integral blocks stone walling with 1:2 cement masonry mortar again.φ 10 reinforcing bar drag hooks adopt pre-buried or mode such as bar planting and main body are fixed; Every separated 500mm height (reinforcing bar drag hook place) is provided with a φ 6 horizontal tension ribs; Horizontal tension rib is put into when building by laying bricks or stones; Should select sizeable block of stone when paving, make horizontal tension rib just in time be in the mortar joint position and insert in the reinforcing bar drag hook, can postpone along the suitable bending of crack of stone; Pricking the silk redundance during reinforcing bar binding should bend inwards, in order to avoid cause rust staining because of exposing.Should guarantee reinforcement cover, receive the limit from piece stone external surface 50mm place's compacting mortar.
7, building by laying bricks or stones highly of masonry every day should not surpass 1.2m.Build by laying bricks or stones for some reason and to pause, mortar has surpassed the initial setting time, should treat that mortar strength reaches (under the normal temperature, resting about 4h) behind the 2.5Mpa, just can continue construction; Before continuing to build by laying bricks or stones, should the scum silica frost on former masonry surface be removed, should avoid shaking lower floor's masonry when building by laying bricks or stones.
When 8, stopping work, stone slit planted agent fills up mortar midway, but this layer upper surface repaves mortar must wait to continue to build by laying bricks or stones the time.When building, should use big slightly and more regular block stone to bear down on one and with the comprehensive levelling of cement mortar to design height.Piece stone seam nature makes every effort to attractive in appearance, well-balanced, and the mortar that the masonry surface is spattered will be removed totally.
9, the rainy day must not construct and used wet stone, in order to avoid the mortar trickling influence quality of masonry, and carries out surperficial protection work.As do not carry out rain-proof shelter, amount of precipitation should stop to build by laying bricks or stones operation during greater than 5mm.
5.2.5 masonry maintenance
Maintenance in time after building 12h by laying bricks or stones.Cover maintenance with wet tissue paper, between curing time, should often sprinkle water, make masonry keep moistening, avoid collision and vibration.Curing time was generally 21 days.
Claims (5)
1. the false laid dry decorative wall of a natural block of stone; Comprise body of wall (1), it is characterized in that: said body of wall is provided with piece stone (2), connects in the seam (3) between piece stone to be provided with some reinforcing bar drag hooks (4) perpendicular to body of wall; The butt end and the body of wall of reinforcing bar drag hook are fixed; The drag hook end of reinforcing bar drag hook exposes body of wall and is lower than piece stone external surface, and every reinforcing bar drag hook that connects in the seam is connected by a horizontal tension rib (5), and wherein horizontal tension rib places in the drag hook of reinforcing bar drag hook; Connect in the seam filling concrete mortar between piece stone and sit slurry (6) and make that reinforcing bar drag hook, horizontal tension rib and piece stone are fixed to be one, sit slurry and did not have the drag hook of reinforcing bar drag hook and be lower than piece stone external surface.
2. the false laid dry decorative wall of a kind of natural block of stone according to claim 1, it is characterized in that: said reinforcing bar drag hook is 500mm * 500mm and evenly distributes on body of wall, and the diameter of reinforcing bar drag hook is 10mm, and the diameter of horizontal tension rib is 6mm.
3. the false laid dry decorative wall of a kind of natural block of stone according to claim 2, it is characterized in that: the drag hook length of said reinforcing bar drag hook is 20～30mm, the drag hook bending angle is less than 45 degree.
4. the false laid dry decorative wall of a kind of natural block of stone according to claim 3, it is characterized in that: said cement mortar is sat slurry and is being received the limit from piece stone external surface 50mm place's compacting mortar.
5. the false laid dry decorative wall of a kind of natural block of stone according to claim 4, it is characterized in that: said reinforcing bar drag hook adopts mode and body of wall pre-buried or bar planting to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220022323 CN202509720U (en) | 2012-01-18 | 2012-01-18 | Natural rubble artificial dry masonry decoration wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220022323 CN202509720U (en) | 2012-01-18 | 2012-01-18 | Natural rubble artificial dry masonry decoration wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202509720U true CN202509720U (en) | 2012-10-31 |
Family
ID=47062212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220022323 Expired - Fee Related CN202509720U (en) | 2012-01-18 | 2012-01-18 | Natural rubble artificial dry masonry decoration wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202509720U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587611A (en) * | 2012-01-18 | 2012-07-18 | 浙江海天建设集团有限公司 | Natural rock block fake-dry-masonry decorating wall and construction method |
| CN103590557A (en) * | 2013-09-16 | 2014-02-19 | 上海中建八局装饰有限责任公司 | Method for preventing mosaic hollowing and shedding of vitrified tiles |
-
2012
- 2012-01-18 CN CN 201220022323 patent/CN202509720U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587611A (en) * | 2012-01-18 | 2012-07-18 | 浙江海天建设集团有限公司 | Natural rock block fake-dry-masonry decorating wall and construction method |
| CN103590557A (en) * | 2013-09-16 | 2014-02-19 | 上海中建八局装饰有限责任公司 | Method for preventing mosaic hollowing and shedding of vitrified tiles |
| CN103590557B (en) * | 2013-09-16 | 2015-09-16 | 上海中建八局装饰有限责任公司 | A kind of method preventing vitrified tile from inlaying hollowing and coming off |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121031 Termination date: 20180118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |