CN101413334B - Architecture art embossment stone wall surface dried hanging structure and construction method thereof - Google Patents
Architecture art embossment stone wall surface dried hanging structure and construction method thereof Download PDFInfo
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- CN101413334B CN101413334B CN2008100722360A CN200810072236A CN101413334B CN 101413334 B CN101413334 B CN 101413334B CN 2008100722360 A CN2008100722360 A CN 2008100722360A CN 200810072236 A CN200810072236 A CN 200810072236A CN 101413334 B CN101413334 B CN 101413334B
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- 239000004575 stone Substances 0.000 title claims abstract description 40
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 238000005516 engineering process Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 238000009434 installation Methods 0.000 claims description 15
- 239000003292 glue Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 238000007689 inspection Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000000295 complement effect Effects 0.000 claims description 3
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 14
- 238000013461 design Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
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Abstract
The invention discloses a dry hanging structure for a building art relief sculpture stone wall surface and a construction method. The dry hanging structure comprises a vertical keel, a horizontal keel and relief sculpture stone plates, and is characterized in that the vertical keel is fixed with a preembedded piece; the horizontal keel is fixed with the vertical keel through a corner connector, and is provided with an upper hook; the periphery of the rear side of each relief sculpture stone plate is provided with auxiliary frames, the upper auxiliary frame is provided with a hook which is exposed outside the rear side of the relief sculpture stone plate, and is welded with a positioning pin, the lower auxiliary frame is welded with a positioning hole, the hook of the upper auxiliary frame of the relief sculpture stone plate is hooked on the upper hook of the horizontal keel, wherein the positioning hole of the lower auxiliary frame of the relief sculpture stone plate at the upper part is sleeved on the positioning pin on the upper auxiliary frame on the relief sculpture stone plate at the adjacent lower part for coordination positioning. The construction method comprises the following steps: firstly, the whole relief sculpture wall surface is decomposed into a plurality of relief sculpture stone plates which are favorable for the construction, and then the relief sculpture stone plates are numbered. The periphery of each stone plate is provided with the auxiliary frames, and the stone plates form the relief sculpture wall surface with the horizontal keel by adopting a mode of the upper hook, the lower pin, and hole inserting positioning. The dry hanging structure has the advantages of firmness, safety, reliability, and simple construction technology.
Description
Technical field:
The present invention relates to a kind of stone material dry suspending structure and job practices, relate in particular to architecture art embossment stone wall surface dried hanging structure and job practices.
Background technology:
In the modern museum and art architecture; adopt stone embossed wall face to embody history culture and artistic connotation through regular meeting; and the stone material thickness that embossment adopts all is not less than 100mm; what have reaches more than the 200mm; therefore, the special thick stone embossed dried hanging method new method that is modern art embossment external wall construction.
The job practices of stone embossed metope in the past: generally begin to consider the load-bearing problem from ground, the basis is as the main supporting body of whole embossment, the embossment stone is built by laying bricks or stones on it, cost is big, construction is complicated, and some only are difficult to realize by the basis as carrying at the decoration of exterior wall of local height metope sculpture art embossment.
Summary of the invention:
The object of the present invention is to provide a kind of energy to be fit to big, thick, heavy embossment stone wall surface construction and simple architecture art embossment stone wall surface dried hanging structure of construction technology and job practices.
The object of the present invention is achieved like this, described architecture art embossment stone wall surface dried hanging structure, comprise the embossment slabstone of centre keel, horizontal keel and formation wall relief, its design feature is: 1) described centre keel is fixedlyed connected with the built-in fitting of exterior wall agent structure by connector; 2) described horizontal keel are fixedlyed connected with centre keel by the angle sign indicating number, and described horizontal keel are provided with and are exposed to the outer upward hook of centre keel; 3) the stairstepping step is processed into and groove is opened in its stairstepping step inboard in the surrounding, the close back side of described embossment slabstone, attached frame is the groove steel frame of both sides buckle, the attached circle of the channel-section steel of both sides buckle is on the stairstepping step and its inboard hook is inserted in the groove and filled stone equipment structure glue and the hook in the outside is exposed to outside the back side of embossment slabstone, the groove steel frame comprises attached frame, the attached frame in limit, the left and right sides and following attached frame, at attached frame corner joint welding angle steel; Described attached frame is than attached width of frame is wide down, and the hook that last attached frame is exposed to the outside, the back side of embossment slabstone is the hook of embossment slabstone, go up on the attached frame and be welded with alignment pin, down attached frame is welded with locating hole, goes up alignment pin on the attached frame and is complementary with the locating hole size shape position of time attached frame and can pegs graft and cooperate; Around every block of embossment slabstone, have the weather strip notch that is used for built-in weather strip; 4) hook of the last attached frame of described embossment slabstone be hooked in horizontal keel on link up with, the locating hole of the following attached frame of the embossment slabstone of its middle and upper part is enclosed within the alignment pin on the last attached frame of embossment slabstone of adjacent bottom and cooperates the location.
The job practices of architecture art embossment stone wall surface dried hanging structure of the present invention, comprise the steps: 1) size and the designing requirement of drawing according to the view picture raised table, measure at the wall face of installing comprehensively, making the view picture plate draws and helps the installation dimension control line of every monolithic embossment slabstone of construction and installation and centre keel, horizontal spine arrangement frame bar, control its size with grid, and dimension line is carried out technology check; 2) resolve into the some embossment slabstones that help construction and installation by whole wall relief, and concrete embossment slabstone is numbered and the preceding walkthrough of embossment slabstone installation; 3) centre keel, horizontal keel are installed on the grid relevant position of being arranged on the wall face; 4) walkthrough is qualified numbered every embossment slabstone surrounding adds the groove steel frame, annotates structure glue in the groove that embossment slabstone combines with attached frame and forms embossment slabstone and the flexible contact layer of attached frame steel; And increasing the angle steel welding at the stressed weak part of attached frame corner joint, the weather strip notch is opened in every embossment slabstone surrounding, and the continuous hollow weather strip is installed; 5) hook of the last attached frame of described every block of embossment slabstone be hooked in horizontal keel on link up with, the locating hole of the following attached frame of the embossment slabstone of its middle and upper part is enclosed within the alignment pin on the last attached frame of embossment slabstone of adjacent bottom and cooperates the location; 6) embossment slabstone erection sequence is for from bottom to top, the first intermediate and then both sides, every block of embossment slabstone all must carry out quality inspection after installing, and controls verticality, levelness, flatness well, and the oeverall quality of the installation of assurance view picture embossment, and the depiction lines is accurate.
Beneficial effect of the present invention: the present invention uses the cladding technology of modern exterior wall stone material, combines big, thick, the heavy special requirement of embossment slabstone again.Safety, the feasibility of process Installation, anti-seismic performance, the slabstone of having taken all factors into consideration stone embossed dried hanging hang structure are installed the hammering vibrations of wall secondary finishing impression, and the water-tight problem of wall relief plate seam, dried hanging method of the present invention has firmly safe and reliable, characteristics such as construction technology is simple, and cost is low.
Description of drawings:
Fig. 1 is centre keel of the present invention and agent structure connection diagram.
Fig. 2 is horizontal keel of the present invention and centre keel connection diagram.
Fig. 2-1 is that the B of Fig. 2 is to view.
Fig. 3 is an embossment slabstone structure schematic diagram of the present invention.
Fig. 3-1 is the 1-1 sectional drawing of Fig. 3.
Fig. 3-2 is the 2-2 sectional drawing of Fig. 3.
Fig. 3-3 is that the A of Fig. 3-2 is to view.
Fig. 4 is the sectional drawing that the exterior wall of embossment slabstone of the present invention is installed.
Fig. 4-1 is the C portion enlarged drawing of Fig. 4.
Fig. 5 is the Force Calculation sketch of centre keel of the present invention simply supported beam when evenly distributed load.
Fig. 6 is the Force Calculation sketches of horizontal keel of the present invention when triangular load.
Fig. 7 is the Force Calculation sketches of horizontal keel of the present invention when trapezoidal load.
Among the figure: centre keel 1, horizontal keel 2, embossment slabstone 3, connector 4, built-in fitting 5, bolt 6, angle sign indicating number 7, on link up with 8, structure glue 9, angle steel 10 is gone up attached frame 11, following attached frame 12, hook 13, alignment pin 14, locating hole 15, weather strip notch 16, the attached frame 17 in limit, weather strip 18.
The specific embodiment:
The present invention is described in detail below in conjunction with accompanying drawing:
One, shown in Fig. 1, Fig. 2, Fig. 2-1, Fig. 3, Fig. 3-1, Fig. 3-2, Fig. 3-3, Fig. 4 and Fig. 4-1, architecture art embossment stone wall surface dried hanging structure of the present invention, comprise centre keel 1, horizontal keel 2 and embossment slabstone 3, (1) centre keel 1: adopt the centre keel of shaped steel as wall relief, the built-in fitting 5 of centre keel 1 by connector 4 and exterior wall agent structure fixedlyed connected (seeing Fig. 1 for details) by bolt 6.(2) horizontal keel 2: adopt channel-section steel as horizontal keel, horizontal keel 2 are connected with centre keel 1 by angle sign indicating number 7, and angle sign indicating number 7 is connected on the centre keel 1 by weld all around and (sees Fig. 2 for details).Horizontal keel 2 are fixed on the angle sign indicating number 7 by set bolt, during connection with horizontal keel 2---the notch of channel-section steel is gone up hook 8 (see Fig. 2-1 for details, Fig. 2-1 is that the B of Fig. 2 is to view) as horizontal keel 2 up.(3) embossment slabstone 3: the front of embossment slabstone 3 is a relief surface, whole wall relief is resolved into some blocks of embossment slabstones, every block of embossment slabstone 3 is processed into the stairstepping step near surroundings, the back side and groove is opened in its stairstepping step inboard, attached frame is the groove steel frame of both sides buckle, the attached circle of the channel-section steel of both sides buckle its inboard hook on the stairstepping step is inserted in the groove and filled stone equipment structure the glue 9 and outside is exposed to outside the back side of embossment slabstone, the groove steel frame comprises attached frame 11, attached frame 17 in limit, the left and right sides and following attached frame 12, thereby make on the stairstepping step of embossment slabstone near the surrounding at the back side and all be with attached frame, stressed weak part in attached frame corner joint increases angle steel 10 welding, make between the adjacent attached frame in conjunction with solid and reliable, described attached frame 11 materials are than attached frame in limit and the following big one-level of attached frame material, and the hook in the outside is as plate hook 13, go up on the attached frame 11 and be welded with alignment pin 14, attached frame 12 is welded with locating hole 15 down, upward the alignment pin on the attached frame is complementary with the locating hole size shape position of following attached frame, the cooperation of can pegging graft (sees Fig. 3 for details, Fig. 3-1, Fig. 3-2, Fig. 3-3), around every block of embossment slabstone 3, have weather strip notch 16 and be used for built-in weather strip 18, to solve the waterproof problem of wall relief plate seam.(4) exterior wall of embossment slabstone is installed, embossment slabstone 3 adopts the form reversal of the natural order of things of hook on horizontal keel with horizontal keel 2, specifically be installed as: being installed as between the two embossment slabstones up and down, the hook 13 of the last attached frame 11 of hyporelief slabstone is hooked in going up on the hook 8 of horizontal keel 2, the locating hole 15 of the following attached frame 12 of last embossment slabstone is enclosed within the alignment pin 14 on the last attached frame 11 of hyporelief slabstone and cooperates the location, sectional drawing (seeing Fig. 4 for details, Fig. 4-1) after the exterior wall of embossment slabstone is installed.The actuating system of whole embossment curtain wall is: load → panel → horizontal keel → centre keel → agent structure.
Two, the structure design of wall relief should be calculated by the load-bearing situation and the support conditions of structure, and should meet:
1. stress σ≤[f]
2. amount of deflection u≤[u]
σ-----cross section maximum stress modular design value
U----amount of deflection modular design value
[f]----design value for strength of material
[u]----material bending allows design load
1. arrange that by the single span simply supported beam centre keel under the evenly distributed load effect can be calculated as follows:
(1) intensity: N/A
n+ M/rW
n≤ [f] (stretch bending component)
The axle power design load of N----centre keel
The moment of flexure design load of M----centre keel
A
nThe net cross-sectional area of----column
W
n----column is at the net section of moment of flexure action direction resistance moment
R-----cross section plasticity development coefficient
The flexural strength design load of [f]----section bar
(2) amount of deflection: 5qkL
4/ 384EI
x≤ [u] (seeing calculation diagram shown in Figure 5 for details)
q
kLine load standard value on----flecition direction
Span between L----centre keel two fulcrums
The modulus of elasticity of E---material
I
xThe moment of inertia of----material section flecition direction
[u]----amount of deflection limit value is (for steel [u]≤L/250)
2. press the horizontal keel that simply supported beam is arranged, can be calculated as follows:
(1) intensity M
x/ rWn
x+ My/rW
Ny≤ [f]
M
x----horizontal keel are around the moment of flexure design load of cross section x axle
M
y----horizontal keel are around the moment of flexure design load of cross section y axle
W
Nx----horizontal keel cross section is around the net section resistance moment of cross section x axle
W
Ny----horizontal keel cross section is around the net section resistance moment of cross section y axle
R----plasticity development coefficient
The flexural strength design load of [f]----section bar
(2) amount of deflection: the amount of deflection that horizontal loading produces:
Q when being triangular load
KxB
4/ 120EI
x≤ [u
1] (seeing calculation diagram shown in Figure 6 for details)
(q when being trapezoidal load
KxB
4/ 240EI
x) * (25/8-5a
2/ B
2+ 2a
4/ B
4)≤[u
1]
(seeing calculation diagram 7 for details)
Amount of deflection from the heavy load generation: 5q
KyB
4/ 384EI
y≤ [u
2] (evenly distributed load)
q
KxLine load standard value on----horizontal curvature action direction
q
KyLine load standard value on----vertical curve action direction
Span between the horizontal keel fulcrum of B----
The width of the trapezoidal part of the trapezoidal load of a----sees calculation diagram shown in Figure 7 for details.
The E----elasticity modulus of materials
I
xThe moment of inertia of----material section horizontal curvature action direction
I
yThe moment of inertia of----material section vertical curve action direction
[u
1]----amount of deflection limit value is (for steel [u
1]≤B/250)
[u
2]----amount of deflection limit value ([u
2]≤B/500, and be not more than 3mm)
3, stone panel:, need not bending strength under the normal condition and calculate, but require the flexural strength detected value of stone material to be not less than 8MPa because the panel spy is thick.
Calculate and, draw from top theory: 1) can satisfy big, thick, the stability of scheelite material facing, the requirement of safety as drawing a conclusion in conjunction with actual engineering result verification; 2) reliable in quality, processing of stone error and alignment error adjustment are easier to; 3) architecture art embossment stone wall surface dried hanging structure of the present invention can satisfy the vibrations requirement that hammering when the back is thin carves is installed.
Three, the present invention since the embossment thickness of stone slabs increase greatly, embossment slabstone be converted into primary load from heavy load, the dried hanging method that solves thick, heavy embossment slabstone becomes the key that the view picture embossment is constructed.The job practices of architecture art embossment stone wall surface dried hanging structure of the present invention is: earlier whole wall relief is resolved into the some embossment slabstones that help construction and installation, and embossment slabstone is numbered.Every embossment slabstone surrounding adds the groove steel frame, adds embossment slabstone behind the attached frame and horizontal keel and adopts and go up hook, the peg graft structural shape of location of downside pin, hole.The principal character of this extension method is: combine with groove steel frame fluting around (one) embossment slabstone piece, and increase the angle steel welding at the stressed weak part of attached frame corner joint, both are in conjunction with solid and reliable.(2) installation of embossment slabstone adopts the pattern of hook to hang upside down on horizontal keel, and hook is stressed in the formation, and downside pin, location, hole are stressed reasonable.(3) embossment slabstone is installed and to be taked hook from top to bottom, installs very convenient, adjustment freely, speed is fast.(4) injecting glue in the groove that combines with attached frame of embossment slabstone forms embossment slabstone and contact with attached frame steel are flexible, embossment slabstone plate is installed the hammering that secondary is carved behind the wall shake very favourable.(5) every embossment slabstone surrounding fluting is installed the continuous hollow weather strip, has prevented the rain leakage of stone carving metope.
Embossment slabstone is installed:
(1) panel walkthrough: panel should carry out walkthrough before installing, and select smooth ground that whole roughhew slabstone is carried out walkthrough by numbered positions: plate is carried out 100% quality inspection, and plate piece and defective are repaired.Accurate to guarantee the plate size.Produce accumulated error for preventing that wall is installed back view picture embossment on the plate.Reply view picture embossment length and width size is checked and is controlled during walkthrough.With guarantee to install view picture embossment size behind the wall accurately.
(2) panel is installed: necessary setting-out on skeleton before installing, and in order to installing and locating, control deviation, installation must be carried out by numbering and sit in the right seat.Erection sequence is for from bottom to top, and quality inspection all must be carried out after every block of slabstone is installed in the first intermediate and then both sides, controls verticality, levelness, flatness well, with the oeverall quality of the installation that guarantees the view picture embossment, and the depiction lines accurately.
Claims (2)
1. architecture art embossment stone wall surface dried hanging structure, comprise the embossment slabstone (3) of centre keel (1), horizontal keel (2) and formation wall relief, it is characterized in that: 1) described centre keel (1) is fixedlyed connected with the built-in fitting (5) of exterior wall agent structure by connector (4); 2) described horizontal keel (2) are fixedlyed connected with centre keel (1) by angle sign indicating number (7), and described horizontal keel (2) are provided with and are exposed to the outer upward hook (8) of centre keel (1); 3) the stairstepping step is processed into and groove is opened in its stairstepping step inboard in the surrounding, the close back side of described embossment slabstone (3), attached frame is the groove steel frame of both sides buckle, the attached circle of the channel-section steel of both sides buckle is on the stairstepping step and its inboard hook is inserted in the groove and filled stone equipment structure glue (9) and the hook in the outside is exposed to outside the back side of embossment slabstone, the groove steel frame comprises attached frame (11), the attached frame in limit, the left and right sides and following attached frame (12), at attached frame corner joint welding angle steel (10); The described attached frame (11) of is than attached width of frame is wide down, and the hook that last attached frame (11) is exposed to the outside, the back side of embossment slabstone is the hook (13) of embossment slabstone, go up on the attached frame (11) and be welded with alignment pin (14), down attached frame (12) is welded with locating hole (15), goes up alignment pin on the attached frame and is complementary with the locating hole size shape position of time attached frame and can pegs graft and cooperate; Have the weather strip notch (16) that is used for built-in weather strip all around at every block of embossment slabstone (3); 4) hook (13) of the last attached frame (11) of described embossment slabstone is hooked in going up on the hook (8) of horizontal keel (2), and the locating hole (15) of the following attached frame (12) of the embossment slabstone of its middle and upper part is enclosed within to cooperate in the alignment pin (14) on the last attached frame (11) of embossment slabstone of adjacent bottom and locatees.
2. the job practices of an architecture art embossment stone wall surface dried hanging structure, it is characterized in that comprising the steps: 1) size and the designing requirement of drawing according to the view picture raised table, measure at the wall face of installing comprehensively, making the view picture plate draws and helps the installation dimension control line of every monolithic embossment slabstone of construction and installation and centre keel, horizontal spine arrangement frame bar, control its size with grid, and dimension line is carried out technology check; 2) resolve into the some embossment slabstones that help construction and installation by whole wall relief, and concrete embossment slabstone is numbered and the preceding walkthrough of embossment slabstone installation; 3) centre keel, horizontal keel are installed on the grid relevant position of being arranged on the wall face; 4) walkthrough is qualified numbered every embossment slabstone surrounding adds the groove steel frame, annotates structure glue in the groove that embossment slabstone combines with attached frame and forms embossment slabstone and the flexible contact layer of attached frame steel; And increasing the angle steel welding at the stressed weak part of attached frame corner joint, the weather strip notch is opened in every embossment slabstone surrounding, and the continuous hollow weather strip is installed; 5) hook of the last attached frame of described every block of embossment slabstone be hooked in horizontal keel on link up with, the locating hole of the following attached frame of the embossment slabstone of its middle and upper part is enclosed within the alignment pin on the last attached frame of embossment slabstone of adjacent bottom and cooperates the location; 6) embossment slabstone erection sequence is for from bottom to top, the first intermediate and then both sides, every block of embossment slabstone all must carry out quality inspection after installing, and controls verticality, levelness, flatness well, and the oeverall quality of the installation of assurance view picture embossment, and the depiction lines is accurate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100722360A CN101413334B (en) | 2008-11-28 | 2008-11-28 | Architecture art embossment stone wall surface dried hanging structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100722360A CN101413334B (en) | 2008-11-28 | 2008-11-28 | Architecture art embossment stone wall surface dried hanging structure and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN101413334A CN101413334A (en) | 2009-04-22 |
| CN101413334B true CN101413334B (en) | 2010-08-25 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102691397A (en) * | 2012-06-14 | 2012-09-26 | 苏州苏明装饰有限公司 | Decorative wall with ultrathin oversized indoor decorating plates and construction method thereof |
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| CN103031936A (en) * | 2012-12-31 | 2013-04-10 | 环球石材（东莞）有限公司 | Erect type hang mounting element |
| CN104989017A (en) * | 2015-06-28 | 2015-10-21 | 邱杨茹 | Impact resistance waterproof back-bolt type stone curtain wall |
| CN105332490A (en) * | 2015-11-04 | 2016-02-17 | 刘卫东 | Indoor wall stone cladding |
| CN105442799A (en) * | 2015-11-17 | 2016-03-30 | 刘卫东 | Outdoor wall surface stone dry hanging method |
| CN108560836B (en) * | 2018-03-29 | 2023-06-20 | 深圳市大地幕墙科技有限公司 | Stone tile installation mechanism |
| CN110656742A (en) * | 2019-10-18 | 2020-01-07 | 中信建设有限责任公司 | Masonry wall surface masonry process |
| CN111173212B (en) * | 2020-01-14 | 2021-08-27 | 中铁六局集团有限公司 | Construction method for dry-hanging stone on wall surface |
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2008
- 2008-11-28 CN CN2008100722360A patent/CN101413334B/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691397A (en) * | 2012-06-14 | 2012-09-26 | 苏州苏明装饰有限公司 | Decorative wall with ultrathin oversized indoor decorating plates and construction method thereof |
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|---|---|
| CN101413334A (en) | 2009-04-22 |
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