CN201785896U - Machine cutting stone slab masonry stone wall structure - Google Patents
Machine cutting stone slab masonry stone wall structure Download PDFInfo
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- CN201785896U CN201785896U CN 201020551045 CN201020551045U CN201785896U CN 201785896 U CN201785896 U CN 201785896U CN 201020551045 CN201020551045 CN 201020551045 CN 201020551045 U CN201020551045 U CN 201020551045U CN 201785896 U CN201785896 U CN 201785896U
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Abstract
The utility model discloses a machine cutting stone slab masonry stone wall structure including an upper row stone slab and a lower row stone slab cut by a machine, a mortar joint is formed between the masonry interfaces of the upper row stone slab and the lower row stone slab, bonding materials are filled in the mortar joint to bond the upper row stone slab and the lower row stone slab together; the masonry interface of the upper row stone slab and the masonry interface of the lower row stone slab are provided with vertically and horizontally staggered corrugated lines, and the masonry interface of one of the stone slabs are concaved inwardly forming into a plurality of grooves, correspondingly, the masonry interface of the other stone slab is provided with shear keys by protruding outwardly, the shear keys are engaged with the grooves; in this way, the combination between the upper and the lower stone slabs is firmer by arranging the corrugated lines in the masonry interfaces of the upper and the lower stone slabs and cooperatively using the grooves and the shear keys in the two masonry interfaces, therefore, the shear strength of mortar joint of the stone wall in the utility model is greatly improved, and the stone wall has superior shock resistance property and anti-compression bearing capacity.
Description
Technical field
The utility model relates to a kind of art that adopts machine cutting rod barnacle to build stone walling, refers in particular to the structure that a kind of machine cutting rod barnacle is built stone walling, and it can be applicable to adopt machine cutting rod barnacle to build no pad load-bearing stone walling.
Background technology
Stone structure has good durability and wind resistance, is the comparatively desirable architecture structure form of coastal area village-town house.The coastal area, Fujian Province is built efficient by laying bricks or stones in order to pursue in stone structure building is applied, the building method of most of stone structure house stone wallings grouts from the tradition shop to build and developed into the pad laid dry and get rid of to grout and build.Because laid dry is got rid of to grout and built the plumpness that often can't guarantee mortar in the rectangular slab of stone mortar joint, and masonry mortar often adopts tabia in the tradition construction, causes the shear strength of stone walling lower.This job practices of ignoring stone structure house globality and construction masonry quality causes the anti-seismic performance extreme difference of stone structure house.Should be realized that the main cause that causes present stone structure building aseismicity poor performance is the oversimplification of mortar joint structure and job practices.Adopting fines stone not have the pad shop grouts the remarkable anti-seismic performance that Kaiyuan Temple, Quanzhou thing tower (pure stone structure highrise building) built showed and has illustrated that also satisfactory texture notion and job practices are to improving the importance of structural seismic performance in the 7.5 grades of violent earthquakes in off-lying sea, Quanzhou in 1604.Under new social background and technical background, carry out novel shatter-proof stone structure technical research, this traditional architecture culture of stone structure under instructing, modern technologies will be developed.
In recent years, the exploitation of stone material and cutting processing technology great majority adopt the machine cutting processing, greatly reduce the cost of labor of fines stone processing.The machine cutting processing has guaranteed to build by laying bricks or stones the interface planeness and the geometric accuracy of stone material.Make that build stone walling by laying bricks or stones adopts no washer seat to grout the cost of building greatly to reduce.Not only elegant in appearance, good endurance has also been saved the interior and exterior finishes expense.Therefore, along with the development of stone mining and cutting technique, make that adopting the alternative traditional fines barnacle of the machine cutting rectangular slab of stone to build no pad stone walling becomes possibility.
But compare with traditional man-made recovery's rubble ashlar, on the one hand machine is cut stone material can conveniently not have the pad shop because of surfacing and grouts and build, yet comparatively smooth stone material interface is unfavorable for the bonding shear behavior between mortar joint and the stone material.Therefore, the relevant correlation technique measure that improves stone walling mortar joint shear behavior must be proposed.
The utility model content
Main purpose of the present utility model provides the structure that a kind of machine cutting rod barnacle is built stone walling, and it has can effectively solve the existing problem of building stone walling mortar joint shear behavior difference by laying bricks or stones.
For achieving the above object, the utility model adopts following technical scheme:
The structure that a kind of machine cutting rod barnacle is built stone walling, include the row's of the going up rectangular slab of stone and the following row's rectangular slab of stone that form by the machine cutting, the interface of building by laying bricks or stones that should go up row's rectangular slab of stone is formed with mortar joint with building by laying bricks or stones of the rectangular slab of stone of row down between the interface, be filled with to make row's rectangular slab of stone with arranging the binding material that the rectangular slab of stone bonds down in this mortar joint; Upward the interface of building by laying bricks or stones of row's rectangular slab of stone is provided with crisscross groove line with following building by laying bricks or stones of the rectangular slab of stone of row on the interface, and build in row's rectangular slab of stone wherein that indent is formed with a plurality of grooves on the interface by laying bricks or stones, corresponding to another row's rectangular slab of stone build that evagination is provided with shear connector on the interface by laying bricks or stones, this shear connector is mutually meshing corresponding to this groove.
As a kind of preferred version, described shear connector is arranged at down row's rectangular slab of stone or goes up the building by laying bricks or stones on the interface of row's rectangular slab of stone, to should groove being arranged at row's rectangular slab of stone this on or arranging the building by laying bricks or stones on the interface of the rectangular slab of stone down.
As a kind of preferred version, the every 500mm length of direction of building the mortar joint extension of upper edge, interface by laying bricks or stones of described row's rectangular slab of stone down or the row's of going up rectangular slab of stone disposes two aforementioned shear connectors.
As a kind of preferred version, described shear connector is the reinforcing bar body of " U " type that falls.
As a kind of preferred version, the diameter of described shear connector is 5-10mm, and the limb of this shear connector is long to be 80mm, and the degree of depth that row's rectangular slab of stone down or the row's of going up rectangular slab of stone are implanted in the lower end of shear connector is 50mm, and it is 30mm that the length of building the interface by laying bricks or stones is exposed in the upper end of shear connector.
As a kind of preferred version, further be provided with horizontal reinforcement in the described mortar joint, this horizontal reinforcement is installed on this shear connector.
As a kind of preferred version, the diameter of described horizontal reinforcement is 5-10mm.
As a kind of preferred version, described binding material is the fine sand cement mortar of the clean slurry of straight cement or 1: 1.
The utility model compared with prior art has tangible advantage and beneficial effect, particularly, and as shown from the above technical solution:
One, by being provided with the groove line on the interface in last row's rectangular slab of stone and following building by laying bricks or stones of the rectangular slab of stone of row, and cooperate utilization to be separately positioned on two groove and the shear connectors of building by laying bricks or stones on the interface, make that the combination of the two rows rectangular slab of stone is more firm, its mortar joint shear strength of stone walling of building formation thus by laying bricks or stones strengthens greatly, possesses superior anti-seismic performance and resistance to compression supporting capacity.
Two, by in mortar joint, further being provided with horizontal reinforcement, utilize the feasible shear strength of building its mortar joint of stone walling of formation by laying bricks or stones of this horizontal reinforcement further to strengthen, possess more superior anti-seismic performance and resistance to compression supporting capacity.
Three, manually chisel fines stone by what utilize that machine cutting forms that the rectangular slab of stone replaced tradition, can improve the efficient that stone walling is built by laying bricks or stones greatly, and can effectively reduce the cost of labor of building stone walling by laying bricks or stones.
Four, by utilizing machine cutting to form the rectangular slab of stone, utilize this rectangular slab of stone to build by laying bricks or stones to form its metope of stone walling more smooth, simple attractive in appearance, need not to carry out again interior and exterior finishes, help saving decoration cost.
For more clearly setting forth architectural feature of the present utility model and effect, come the utility model is elaborated below in conjunction with accompanying drawing and specific embodiment:
Description of drawings
Fig. 1 is the stereochemical structure view that first embodiment of the utility model arranges the rectangular slab of stone down;
Fig. 2 is that first embodiment of the utility model arranges the stereochemical structure view that the rectangular slab of stone is provided with shear connector down;
Fig. 3 is the assembling stereochemical structure view of first embodiment of the utility model;
Fig. 4 is the cross sectional view of first embodiment of the utility model;
Fig. 5 be among second embodiment of the utility model down row's rectangular slab of stone be provided with two row's shear connectors the stereochemical structure view;
Fig. 6 is the stereochemical structure view that is provided with horizontal reinforcement among Fig. 5.
The accompanying drawing identifier declaration:
10, arrange down the rectangular slab of stone 11, build the interface by laying bricks or stones
12, groove line 101, mortar joint
20, arrange the rectangular slab of stone 21 on, build the interface by laying bricks or stones
22, groove line 23, groove
30, shear connector 40, binding material
50, horizontal reinforcement
The specific embodiment
Please refer to Fig. 1 to shown in Figure 4, the concrete structure that it has demonstrated first embodiment of the utility model, include down row's rectangular slab of stone 10, on arrange the rectangular slab of stone 20 and shear connector 30, the row's of going up rectangular slab of stone 20 of this time row rectangular slab of stone 10 all adopts machine cutting to form.
Wherein this time row rectangular slab of stone 10 have one with last row's rectangular slab of stone 20 bondings build interface 11 by laying bricks or stones, build interface 11 by laying bricks or stones in this and be provided with crisscross groove line 12, this groove line 12 can adopt the hand electric cutting mill to draw to cut and form, and also can form by other modes.
Should be positioned over down on row's rectangular slab of stone 10 by the row's of going up rectangular slab of stone 20, the last row rectangular slab of stone 20 have one with row's rectangular slab of stone 10 bondings down build interface 21 by laying bricks or stones, build by laying bricks or stones in this crisscross groove line 22 is set on the interface 21, this groove line 22 is identical with aforementioned grooves line 12, also is to adopt the hand electric cutting mill to draw to cut to form or form by other modes.And, arrange down building by laying bricks or stones of the rectangular slab of stone 10 and be formed with mortar joint 101 between the interface 11 with aforementioned in the interface 21 of building by laying bricks or stones of row's rectangular slab of stone 20 on this.
This shear connector 30 is arranged at aforementioned two and builds wherein building by laying bricks or stones on the interface of interface by laying bricks or stones, build the interface by laying bricks or stones corresponding to another and be provided with the groove that cooperates with shear connector 30, present embodiment builds with this time row rectangular slab of stone 10 that evagination is provided with shear connector 30 on the interface 11 by laying bricks or stones, the indent of building by laying bricks or stones on the interface 21 corresponding to last row's rectangular slab of stone 20 forms fluted 23 for the example explanation, not to exceed.
The every 500mm of direction that builds aforementioned mortar joint 101 extensions in 11 upper edges, interface by laying bricks or stones of this time row rectangular slab of stone 10 disposes two aforementioned shear connectors 30, these a plurality of shear connectors 30 all are positioned on the axis of building interface 11 by laying bricks or stones, this shear connector 30 is the reinforcing bar body of " U " type that falls, the diameter of shear connector 30 is 5-10mm, the limb of shear connector 30 is long to be 80mm, and it is 50mm that the degree of depth of arranging the rectangular slab of stone 10 is down implanted in shear connector 30 lower ends, and it is 30mm that this length of building interface 11 by laying bricks or stones is exposed in the upper end of shear connector 30.Corresponding to row's rectangular slab of stone 20 on this build that indent is formed with a plurality of aforementioned grooves 23 on the interface 21 by laying bricks or stones, this plurality of grooves 23 is mutually meshing with corresponding shear connector 30.
And, in aforementioned mortar joint 101, being filled with binding material 40, this binding material 40 is the fine sand cement mortar of the clean slurry of straight cement or 1: 1, utilizes this binding material 40 that aforementioned row's rectangular slab of stone 10 down and last row's rectangular slab of stone 20 are bonded in together.
The building method that present embodiment is described in detail in detail is as follows: the concrete steps that comprise have
(a) select the rectangular slab of stone of appropriate size size for use.At first, according to the utility model people based on experimental study as a result the following formula of statistical regression calculate the shear strength that machine cutting rod barnacle is built the load-bearing stone walling:
In the formula, f
2Be mortar compressive strength average, σ
nBe horizontal compressive stress.Then, according to concrete engineering the requirement of shear strength and anti-seismic performance is determined size, the strength classes of mortar of the machine cutting rectangular slab of stone and built the interface enhancement measures by laying bricks or stones.
(b) the roughening processing is carried out at the interface of building by laying bricks or stones of the rectangular slab of stone.It is the primary demand that guarantees shear strength that roughening is handled, can adopt the hand electric cutting mill to carry out the processing of kerve line, machine or artificial roughening to building the interface by laying bricks or stones, present embodiment uses the kerve line to handle, be formed with groove line 12 (as Fig. 1) on the interface 11 in arranging building by laying bricks or stones of the rectangular slab of stone 10 down, be formed with groove line 22 on the interface 21 in building by laying bricks or stones of last row's rectangular slab of stone 20.
(c) at the two row's rectangular slabs of stone that cooperate bonding up and down, in building by laying bricks or stones of the rectangular slab of stone of row wherein groove is set on the interface, implant and this groove fit shear connector corresponding to building by laying bricks or stones on the interface of another row's rectangular slab of stone.Be provided with the construction measure that shear connector is the raising anti-seismic performance in building the interface by laying bricks or stones, present embodiment as described above, the interface 21 of building by laying bricks or stones in last row's rectangular slab of stone 20 is provided with groove 23, in the shear connector 30 that implantation matches with this groove 23 on the interface 11 of building by laying bricks or stones of arranging the rectangular slab of stone 10 down.
(d) lay binding material 40 on the interface 11 in arranging building by laying bricks or stones of the rectangular slab of stone 10 down.This binding material 40 adopts the fine sand cement mortar of the clean slurry of straight cements or 1: 1.
(e) will the row's of going up rectangular slab of stone 20 build by laying bricks or stones under arrange on the rectangular slab of stone 10, the interface 21 of building by laying bricks or stones of the row's of making rectangular slab of stone 20 matches with the interface 11 of building by laying bricks or stones of arranging the rectangular slab of stone 10 down, and make this shear connector 30 corresponding mutually meshing with this groove 23, make row's rectangular slab of stone 20 and arrange the rectangular slab of stone 10 down by this binding material 40 to adhere to together.
Please refer to Fig. 5 and shown in Figure 6, it has demonstrated the concrete structure of second embodiment of the utility model, present embodiment and last embodiment different is: further be provided with horizontal reinforcement 50 in the mortar joint of present embodiment.
As shown in Figure 5, the shear connector 30 of present embodiment has two rows, these two rows shear connector, 30 correspondences are distributed in down the both sides of the axis of building interface 11 by laying bricks or stones of row's rectangular slab of stone 10, certainly, must correspondence be provided with groove 23 (not shown) that two rows match with shear connector 30 in building by laying bricks or stones on the interface 21 of row's rectangular slab of stone 20 on this.The diameter of this horizontal reinforcement 50 is 5-10mm, and quantity is two, and these two horizontal reinforcements 50 are all affixed with shear connector 30, and two horizontal reinforcements 50 surround relatively and form a reinforcing cage.
The building method of the building method of present embodiment and aforementioned first embodiment is basic identical, different is, further include step (c1) in aforesaid step (c) with (d), this step (c1) is: in being provided with building by laying bricks or stones of shear connector horizontal reinforcement is set on the interface, and makes this horizontal reinforcement and shear connector affixed.Promptly in arranging building by laying bricks or stones of the rectangular slab of stone 10 down horizontal reinforcement 50 is set on the interface 11, makes horizontal reinforcement 50 and shear connector 30 affixed, two horizontal reinforcements 50 surround relatively and form a reinforcing cage.Add in the present embodiment and be provided with the shear behavior that horizontal reinforcement 50 can further strengthen the mortar joint of stone walling, thereby improve the shock strength of stone walling.
Design focal point of the present utility model is:
One, by being provided with the groove line on the interface in last row's rectangular slab of stone and following building by laying bricks or stones of the rectangular slab of stone of row, and cooperate utilization to be separately positioned on two groove and the shear connectors of building by laying bricks or stones on the interface, make that the combination of the two rows rectangular slab of stone is more firm, its mortar joint shear strength of stone walling of building formation thus by laying bricks or stones strengthens greatly, possesses superior anti-seismic performance and resistance to compression supporting capacity.
Two, by in mortar joint, further being provided with horizontal reinforcement, utilize the feasible shear strength of building its mortar joint of stone walling of formation by laying bricks or stones of this horizontal reinforcement further to strengthen, possess more superior anti-seismic performance and resistance to compression supporting capacity.
Three, manually chisel fines stone by what utilize that machine cutting forms that the rectangular slab of stone replaced tradition, can improve the efficient that stone walling is built by laying bricks or stones greatly, and can effectively reduce the cost of labor of building stone walling by laying bricks or stones.
Four, by utilizing machine cutting to form the rectangular slab of stone, utilize this rectangular slab of stone to build by laying bricks or stones to form its metope of stone walling more smooth, simple attractive in appearance, need not to carry out again interior and exterior finishes, help saving decoration cost.
The above, it only is preferred embodiment of the present utility model, be not that technical scope of the present utility model is imposed any restrictions, so every foundation technical spirit of the present utility model all still belongs in the scope of technical solutions of the utility model any trickle modification, equivalent variations and modification that above embodiment did.
Claims (8)
1. structure that machine cutting rod barnacle is built stone walling, it is characterized in that: include the row's of the going up rectangular slab of stone and the following row's rectangular slab of stone that form by the machine cutting, the interface of building by laying bricks or stones that should go up row's rectangular slab of stone is formed with mortar joint with building by laying bricks or stones of the rectangular slab of stone of row down between the interface, be filled with to make row's rectangular slab of stone with arranging the binding material that the rectangular slab of stone bonds down in this mortar joint; Upward the interface of building by laying bricks or stones of row's rectangular slab of stone is provided with crisscross groove line with following building by laying bricks or stones of the rectangular slab of stone of row on the interface, and build in row's rectangular slab of stone wherein that indent is formed with a plurality of grooves on the interface by laying bricks or stones, corresponding to another row's rectangular slab of stone build that evagination is provided with shear connector on the interface by laying bricks or stones, this shear connector is mutually meshing corresponding to this groove.
2. the structure that machine cutting rod barnacle according to claim 1 is built stone walling is characterized in that: described shear connector is arranged at down row's rectangular slab of stone or goes up the building by laying bricks or stones on the interface of row's rectangular slab of stone, to should groove being arranged at row's rectangular slab of stone this on or arranging the building by laying bricks or stones on the interface of the rectangular slab of stone down.
3. the structure that machine cutting rod barnacle according to claim 2 is built stone walling is characterized in that: the every 500mm length of direction of building the mortar joint extension of upper edge, interface by laying bricks or stones of described row's rectangular slab of stone down or the row's of going up rectangular slab of stone disposes two aforementioned shear connectors.
4. the structure that machine cutting rod barnacle according to claim 2 is built stone walling is characterized in that: described shear connector is the reinforcing bar body of " U " type that falls.
5. the structure that machine cutting rod barnacle according to claim 2 is built stone walling, it is characterized in that: the diameter of described shear connector is 5-10mm, the limb of this shear connector is long to be 80mm, and it is 50mm that the degree of depth of arranging the rectangular slab of stone or the row's of going up rectangular slab of stone is down implanted in the lower end of shear connector, and it is 30mm that the length of building the interface by laying bricks or stones is exposed in the upper end of shear connector.
6. the structure that machine cutting rod barnacle according to claim 1 is built stone walling is characterized in that: further be provided with horizontal reinforcement in the described mortar joint, this horizontal reinforcement is installed on this shear connector.
7. the structure that machine cutting rod barnacle according to claim 6 is built stone walling is characterized in that: the diameter of described horizontal reinforcement is 5-10mm.
8. the structure that machine cutting rod barnacle according to claim 1 is built stone walling is characterized in that: described binding material is the fine sand cement mortar of the clean slurry of straight cement or 1: 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020551045 CN201785896U (en) | 2010-09-26 | 2010-09-26 | Machine cutting stone slab masonry stone wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020551045 CN201785896U (en) | 2010-09-26 | 2010-09-26 | Machine cutting stone slab masonry stone wall structure |
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| Publication Number | Publication Date |
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| CN201785896U true CN201785896U (en) | 2011-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201020551045 Expired - Fee Related CN201785896U (en) | 2010-09-26 | 2010-09-26 | Machine cutting stone slab masonry stone wall structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949182A (en) * | 2010-09-26 | 2011-01-19 | 华侨大学 | Structure of stone wall constructed by strip stone cut by machine and method thereof |
| CN105926824A (en) * | 2016-07-05 | 2016-09-07 | 周雄浩 | Light hollow building block |
-
2010
- 2010-09-26 CN CN 201020551045 patent/CN201785896U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949182A (en) * | 2010-09-26 | 2011-01-19 | 华侨大学 | Structure of stone wall constructed by strip stone cut by machine and method thereof |
| CN105926824A (en) * | 2016-07-05 | 2016-09-07 | 周雄浩 | Light hollow building block |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20110406 Termination date: 20130926 |