CN202509724U - Rachel structure of natural stone fake-mortarless decoration wall - Google Patents
Rachel structure of natural stone fake-mortarless decoration wall Download PDFInfo
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- CN202509724U CN202509724U CN 201220022341 CN201220022341U CN202509724U CN 202509724 U CN202509724 U CN 202509724U CN 201220022341 CN201220022341 CN 201220022341 CN 201220022341 U CN201220022341 U CN 201220022341U CN 202509724 U CN202509724 U CN 202509724U
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- drag hook
- stone
- reinforcing bar
- rachel
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Abstract
The utility model discloses a Rachel structure of a natural stone fake-mortarless decoration wall, comprising several rows of reinforcement draw hooks which are vertical to a wall. The butt ends of the reinforcement draw hooks are fixedly connected to the wall; the draw hook ends of the reinforcement draw hooks are exposed from the wall; each row of reinforcement draw hooks are connected by a horizontal Rachel rib; the horizontal Rachel ribs are disposed in the draw hooks of the reinforcement draw hooks; and cement mortar sit pulp, the reinforcement draw hooks and the horizontal Rachel rib are solidified to form an integral body as the internal Rachel structure of a stone wall. According to the natural stone fake-mortarless decoration wall provided in the utility model, compared to a plate fossil wall with a similar artistic effect, the natural stone fake-mortarless decoration wall provides a surface qualitative sense and natural texture, artistry is provided, artificial work is minimized, cost is relatively low, and the economic benefit is obvious.
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, more do not have the drawknot structure of this aspect.
The utility model content
The utility model technical problem to be solved just provides the drawknot structure of 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 drawknot structure of the false laid dry decorative wall of a kind of natural block of stone; It is characterized in that: comprise plurality of rows reinforcing bar drag hook perpendicular to body of wall; 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 every placing of reinforcement drag hook is connected by a horizontal tension rib; Wherein horizontal tension rib places in the drag hook of reinforcing bar drag hook, and cement mortar is sat and starched the inside drawknot structure of solidifying as a whole formation piece stone walling with reinforcing bar drag hook, horizontal tension rib.
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.
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 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 drawknot structure of the false laid dry decorative wall of a kind of natural block of stone of the utility model and preparation method 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 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 (3)
1. the drawknot structure of the false laid dry decorative wall of a natural block of stone; It is characterized in that: comprise plurality of rows reinforcing bar drag hook (4) perpendicular to body of wall (1); 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 every placing of reinforcement drag hook is connected by a horizontal tension rib (5); Wherein horizontal tension rib places in the drag hook of reinforcing bar drag hook, the inside drawknot structure that cement mortar seat slurry (6) and reinforcing bar drag hook, horizontal tension rib solidify as a whole formation piece stone walling.
2. the drawknot structure of 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 drawknot structure of 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220022341 CN202509724U (en) | 2012-01-18 | 2012-01-18 | Rachel structure of natural stone fake-mortarless decoration wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220022341 CN202509724U (en) | 2012-01-18 | 2012-01-18 | Rachel structure of natural stone fake-mortarless decoration wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202509724U true CN202509724U (en) | 2012-10-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220022341 Expired - Fee Related CN202509724U (en) | 2012-01-18 | 2012-01-18 | Rachel structure of natural stone fake-mortarless decoration wall |
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| Country | Link |
|---|---|
| CN (1) | CN202509724U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587612A (en) * | 2012-01-18 | 2012-07-18 | 浙江海天建设集团有限公司 | Pulling structure of natural rock block fake-dry-masonry decorating wall and manufacturing method |
| CN107059897A (en) * | 2017-06-22 | 2017-08-18 | 谢金钊 | The bank protection strenthening member of anti-collapse and protective slope structure |
-
2012
- 2012-01-18 CN CN 201220022341 patent/CN202509724U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587612A (en) * | 2012-01-18 | 2012-07-18 | 浙江海天建设集团有限公司 | Pulling structure of natural rock block fake-dry-masonry decorating wall and manufacturing method |
| CN107059897A (en) * | 2017-06-22 | 2017-08-18 | 谢金钊 | The bank protection strenthening member of anti-collapse and protective slope structure |
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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 |
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| CF01 | Termination of patent right due to non-payment of annual fee |