CN105332452A - Dragline curtain wall support system with steel truss at top and construction method thereof - Google Patents
Dragline curtain wall support system with steel truss at top and construction method thereof Download PDFInfo
- Publication number
- CN105332452A CN105332452A CN201510837742.4A CN201510837742A CN105332452A CN 105332452 A CN105332452 A CN 105332452A CN 201510837742 A CN201510837742 A CN 201510837742A CN 105332452 A CN105332452 A CN 105332452A
- Authority
- CN
- China
- Prior art keywords
- steel truss
- curtain wall
- cable
- construction
- vertical
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Abstract
The invention provides a dragline curtain wall support system with a steel truss at the top and a construction method thereof. The dragline curtain wall support system comprises main building structures at two sides, a support structure at the lower part, the steel truss at the top and a curtain wall steel cable at the middle, wherein the main building structures provide left and right fixed points of the steel cable, and the steel truss and the support structure at the lower part provide upper and lower fixed points of the curtain wall steel cable; a two-direction fixed mode of horizontal connection and vertical connection is adopted at the two ends of the steel truss and between the main building structures; and the horizontal connection is realized through a horizontal bearing support, and the vertical connection is realized through a vertical bearing support. The dragline curtain wall support system is simple in structure and convenient in construction; by virtue of the two-direction support fixed mode, the structure strength is increased, the node structure is simplified, and the structure safety is greatly increased; The horizontal bearing support is installed after vertical steel cable prestress tension to enable the steel truss to freely rotate under the action of the vertical force, so that the secondary stress of buildings at two sides is reduced; and by transferring force by a horizontal steel plate, the bearing force is large, the stress is reliable, and micro-vertical deformation of the steel truss can also be applicable.
Description
Technical field
The present invention relates to a kind of building guy cable Curtain Wall technical field, particularly relate to a kind of the cable curtain wall supporting system and the construction method thereof that are provided with steel truss for top.
Background technology
Cable curtain wall glass is suspended on the online curtain wall form of cable wire, this curtain wall span greatly, succinctly penetrating, there is strong times flavour, firmly get liking of numerous architects and the common people.In order to form a Zhongting opened wide, horizontal cable can be fixed on the column of building both sides by architect, vertical cable wire upper end is fixed on steel truss upper and lower end and is fixed on grade beam.The very large prestressing force of curtain wall wire rope needs applying could produce lateral stiffness and carry out supported glass curtain wall, and correspondingly, both sides building vertical column and steel truss just need the huge pulling force bearing very large cable wire generation.For this cable curtain wall steel truss of supporting, current susceptor design mainly contains two kinds of processing modes:
A kind of mode is slidably connected, and it is architectural that the one end by steel truss adopts the fixing hinged-support of three-dimensional, the other end adopts single-directional sliding support to be bearing in both sides respectively.This connected mode truss support when curtain wall vertical steel cable stretching prestressing force freely can rotate, not produce secondary stress to main body; But this connection belongs to Weak link, both sides building firmly cannot be coupled together, when horizontal cable stretch-draw prestressing force or earthquake, both sides building will produce moderate finite deformation.When cable curtain wall is very tall and big, this distortion will be very large, can produce very large internal force, curtain wall sometimes also can be caused to damage in both sides building, therefore this be slidably connected mode to agent structure and curtain wall all very unfavorable.
Another kind of mode is fixedly connected with, and the two ends of steel truss can all adopt the fixing ball hinged support of three-dimensional to build with both sides to be connected by it, and because bearing needs the vertical force of bearing and horizontal force all very greatly, ball hinged support is usually difficult to meet design requirement.Also there is designer directly by the slugging on the upper and lower string of steel truss and both sides building vertical column, utilize steel truss that both sides building is linked to be an entirety.This welding connecting mode structural integrity is fine, but truss support can not freely rotate when curtain wall vertical steel cable stretching prestressing force, builds produce very large secondary stress by making both sides, also very unfavorable to agent structure.
Summary of the invention
The invention provides cable curtain wall supporting system and construction method thereof that a kind of top is provided with steel truss, solve existing supporting cable curtain wall supporting system node structure complicated, the free to rotate and technical problem of the effect utilizing steel truss both sides building firmly to be connected when horizontal cable prestressed stretch-draw or earthquake of the bearing when vertical cable wire prestressed stretch-draw can not be met simultaneously.
For realizing above-mentioned technical purpose, the present invention adopts following technical scheme:
Top is provided with a cable curtain wall supporting system for steel truss, and the curtain wall wire rope of described cable curtain wall comprises vertical cable wire and horizontal cable, it is characterized in that, comprises following components:
Major structure of construction, is positioned at the cable curtain wall left and right sides, provides the drawknot fixed point of horizontal cable left and right sides;
Lower support structure, is positioned at the bottom of cable curtain wall, provides the fixed point of the drawknot bottom vertical cable wire;
Steel truss, described steel truss frame is in the upper end of the major structure of construction of both sides, and by winding up, lower edge, intermediate web elements and end web member form, and provides the hanging fixed point at vertical cable wire top; Adopt two-way reinforcement connected mode between the end of described steel truss and major structure of construction, comprise lateral connection and be vertically connected, described vertical connection is realized by the vertical load bearing be located between steel truss and major structure of construction top; Described lateral connection is realized by the horizontal load bearing be located between steel truss and major structure of construction side; Described lateral connection realizes by being located at horizontal load bearing between steel truss and major structure of construction side, that just carry out installing after the vertical cable wire of curtain wall carries out prestressed stretch-draw.
As preferred technical scheme, have a rectangular indentation adapted in major structure of construction, size and supporting part agent structure for frame in two lower corner of described steel truss, described vertical load bearing is arranged on the end node or hold between web member of winding up at major structure of construction end face and rectangular indentation top; Described horizontal load bearing is arranged between the lower edge of major structure of construction side and rectangular indentation side.
Further, in two that lay respectively at steel truss two ends vertical load bearings, one of them is three-dimensional fixed ball hinged support, and another is the one-way slide type ball hinged support along the unidirectional slip of steel truss prolonging direction.
Further, described horizontal load bearing is horizontal steel plate group, and described horizontal steel plate group comprises 1 ~ 4 piece of horizontal steel plate of setting parallel to each other, and the two ends, left and right of horizontal steel plate are fixed with the welding edges of major structure of construction sidewall and lower edge respectively.
Further, the rod member of described steel truss can adopt H profile steel, round steel pipe or rectangular steel pipe, and steel truss can be monolithic truss, triangular form space truss or rectangle space truss.
Further, the frame construction that described major structure of construction is made up of frame column and Vierendeel girder, frame support structure or shear wall structure, described steel truss frame is on the frame column of both sides major structure of construction.
Further, described frame column is concrete column, and capital built-in fitting is established at its top, and sidewall establishes post side built-in fitting, and described capital built-in fitting is connected with the bottom welding of vertical load bearing, being welded to connect of described post side built-in fitting and horizontal load bearing.
Further, described lower support structure is reinforced concrete wall or reinforced concrete beam.
Further, described lower edge, horizontal load bearing and the level of Vierendeel girder three is corresponding to axis overlaps.
In addition, the construction method of the cable curtain wall supporting system that the present invention also provides above-mentioned top to be provided with steel truss, is characterized in that: comprise the steps:
Step one, material prepare: the material comprising curtain wall inhaul cable, vertical load bearing and horizontal load bearing prepares or makes;
The preparatory processing of step 2, steel truss: according to design size, open a rectangular indentation adapted in major structure of construction, size and supporting part agent structure for frame respectively by two of steel truss lower corner;
The lifting of step 3, steel truss: after the construction of upper end major structure of construction, by steel truss lifting to major structure of construction top, both sides, according to gap portions locating rack on the frame column of the major structure of construction of both sides;
Step 4, vertical load bearing is installed: the vertical bottom of load bearing is welded with the capital built-in fitting at frame column top, the end node or hold web member to be welded and fixed of winding up at the top of vertical load bearing and rectangular indentation top;
Step 5, vertical cable wire is installed: be articulated on lower edge by the upper end of vertical cable wire, lower end and the lower support anatomical connectivity of vertical cable wire are fixed;
Step 6, prestressed stretch-draw is carried out to vertical cable wire: prestressed stretch-draw is carried out to vertical cable wire, makes steel truss complete vertical deformation;
Step 7, horizontal load bearing is installed: the horizontal steel plate horizontal welding of horizontal load bearing be connected between the capital built-in fitting at frame column top and the lower edge of rectangular indentation side, make steel truss, major structure of construction and lower support structure be linked to be entirety;
Step 8, installation horizontal cable: be connected with major structure of construction by horizontal cable, carry out prestressed stretch-draw to horizontal cable, so far, the construction of cable curtain wall supporting system completes.
Beneficial effect of the present invention is as follows:
1, a kind of way of bearing is only established relative to conventional steel truss one end, the present invention is decomposed into vertical load bearing and horizontal load bearing, with bear respectively cable curtain wall top steel truss huge vertical force and along truss longitudinal horizontal force, bilateral support fixed form adds structural strength, solve the insoluble problem of conventional seat, and structure is simple, easy construction, vertical load bearing is directly bearing on major structure of construction upper surface, simplify joint structure, considerably increase structural safety;
2, because horizontal load bearing is after steel truss and vertical load bearing are installed, it is complete that the vertical cable wire of curtain wall carries out prestressed stretch-draw, carry out again installing after the main vertical deformation of steel truss completes, therefore the agent structure secondary stress that steel truss vertical deformation causes is substantially reduced, steel truss can freely be rotated under vertical force effect, very favourable to agent structure;
3, main building structure both sides firmly connect by horizontal load bearing, what can give full play to steel truss shores effect, the horizontal distortion that during reduction curtain wall horizontal cable stretch-draw, main building structure produces greatly, horizontal steel plate is relied on to be delivered on steel truss by the horizontal force that curtain wall horizontal cable prestressing force and earthquake etc. produce, not only bearing capacity intensity is high, reliably stressed, and the small vertical deformation of steel truss can be suitable for, like this to main building structure and cable curtain wall all very favourable.
Below in conjunction with a case history, further illustrate advantage of the present invention:
Certain cable curtain wall is between two buildings, curtain wall span 32m, height 24m, steel truss vertical load bearing one end employing three-dimensional fixed ball hinged support, the other end adopt the one-way slide type ball hinged support along the unidirectional slip of steel truss prolonging direction, and vertical bearing capacity design load is 5000KN; Horizontal steel plate 2.1 adopts 2 blocks of Q345 steel plates that 25mm is thick, 400mm is wide, and design value of horizontal bearing capacity is 6200KN, meets engine request well.
To sum up, the steel truss bearing when vertical steel cable stretching prestressing force that the invention solves supporting cable curtain wall can freely rotate, at horizontal cable stretch-draw prestressing force or earthquake time steel truss can be utilized again both sides building firmly to be connected technical problem, meet the force request of cable curtain wall well, the problem on deformation that effective coordination steel truss and both sides are built.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram that the top that the present invention relates to is provided with the cable curtain wall supporting system of steel truss;
Fig. 2 is the endpoint node structural representation that the top that the present invention relates to is provided with the cable curtain wall supporting system of steel truss;
Fig. 3 is the cross-sectional view of A-A section in Fig. 2;
Fig. 4 is the syndeton schematic diagram of horizontal load bearing 2 and capital built-in fitting 3.3 in Fig. 3;
Fig. 5 is the cross section structure schematic diagram of the embodiment 1 of the steel truss that the present invention relates to;
Fig. 6 is the cross section structure schematic diagram of the embodiment 2 of the steel truss that the present invention relates to;
Fig. 7 is the cross section structure schematic diagram of the embodiment 3 of the steel truss that the present invention relates to.
reference numeral: 1-vertical load bearing, 2-horizontal load bearing, 2.1-horizontal steel plate, 2.2-attachment weld, 3-major structure of construction, 3.1-frame column, 3.2-Vierendeel girder, 3.3-capital built-in fitting, 3.4-post side built-in fitting, 4-lower support structure, 5-steel truss, 5.1-lower edge, 5.2-wind up, 5.3-intermediate web elements, 5.4-hold web member, 6-curtain wall wire rope, the vertical cable wire of 6.1-, 6.2-horizontal cable.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.The embodiment recorded at this is specific detailed description of the invention of the present invention, for illustration of design of the present invention, is all explanatory and exemplary, should not be construed as limitation of the scope of the invention.Except the embodiment recorded at this, those skilled in the art can also adopt other technical scheme apparent based on the content disclosed in the application's claims and manual, and these technical schemes comprise the technical scheme making any apparent substitutions and modifications adopted the embodiment recorded at this.
As shown in Figure 1, this top is provided with the cable curtain wall supporting system of steel truss, comprise: major structure of construction 3, the frame construction that described major structure of construction 3 can be made up of frame column 3.1 and Vierendeel girder 3.2, also can be frame-brace structure or shear wall structure, determine according to engineering design, frame column 4.1 can be steel column or concrete column; Lower support structure 4, described lower support structure 4 is reinforced concrete wall or reinforced concrete beam, is positioned at bottom curtain wall; Steel truss 5, described steel truss 5 is bearing in described major structure of construction 3 upper end; Steel truss comprise wind up 5.2, lower edge 5.1, intermediate web elements 5.3 and end web member 5.4; Curtain wall wire rope 6, comprise vertical cable wire 6.1 and horizontal cable 6.2, vertical cable wire 6.1 and horizontal cable 6.2 are in netted layout, be used for hanging cladding glass, the hanging of described vertical cable wire 6.1 upper end is on described steel truss 5, lower end is connected with described lower support structure 4, and described horizontal cable 6.2 two ends are connected with described major structure of construction 3.
This top is provided with the cable curtain wall supporting system of steel truss, and as shown in Figure 1, described steel truss 5 two ends are respectively equipped with vertical load bearing 1 and horizontal load bearing 2; Described vertical load bearing 1 is mainly born truss vertical force, is allowed to rotate in truss vertical plane, generally be fixedly mounted between major structure of construction 3 top and steel truss end web member 5.4, also frame column 3.1 upwards can be extended a bit, this bearing is arranged on frame column 3.1 top and steel truss winds up between end node 5.4; Described horizontal load bearing 2 is mainly born parallel and vertical horizontal force with truss and is allowed to produce vertical deformation, is fixedly mounted between major structure of construction 3 side and steel truss lower edge 5.1; Described horizontal load bearing 2 is that it is complete that the vertical cable wire of curtain wall 6.1 carries out prestressed stretch-draw after steel truss 5 and vertical load bearing 1 are installed, and carries out installing after the main vertical deformation of steel truss 5 completes again.When frame column 3.1 is concrete column, capital built-in fitting 3.3 is established at the top of frame column 3.1, sidewall is provided with post side built-in fitting 3.4, and capital built-in fitting 3.3 is fixedly connected with the bottom of vertical load bearing 1, and post side built-in fitting 3.4 is welded and fixed with horizontal load bearing 2; During for steel column, vertical load bearing 1 is directly connected with steel column with horizontal steel plate 2.
As shown in Figure 2, in the present embodiment, vertical load bearing 1 is ball hinged support; Preferably, in two vertical load bearings 1, one is three-dimensional fixed ball hinged support, and another is the one-way slide type ball hinged support along the unidirectional slip of steel truss length direction; Vertical load bearing 1 can also adopt rubber bearing, but rubber bearing vertical bearing capacity is high not as ball hinged support, and will produce certain vertical deformation, and therefore its effect is good not as ball hinged support.
Horizontal load bearing 2 described in horizontal load bearing 2 after the vertical load bearing of steel truss 5 is installed, the vertical cable wire of curtain wall 6.1 carry out prestressed stretch-draw complete, just carry out installing after the main vertical deformation of steel truss 5 completes, the one-way slide type ball hinged support of vertical unidirectional slip can be adopted, preferably, as shown in Figure 3, Figure 4, horizontal load bearing 2 is the horizontal steel plate 2.1 that is horizontally disposed with parallel to each other, horizontally disposed steel plate can adapt to certain vertical deformation, larger horizontal force can be born again, reliability is higher, cost is more cheap, than ball hinged support better effects if.Horizontal steel plate 2.1 is fixedly mounted between major structure of construction 3 sidewall and steel truss lower edge 5.1, and height is corresponding with Vierendeel girder 4.2.After curtain wall vertical cable wire 6.1 prestressed stretch-draw, horizontal steel plate 2.1 adopts weld seam 2.2 to be connected with the lower edge 5.1 of post side built-in fitting 3.4 and steel truss respectively, completes whole bearing and installs.Horizontal steel plate 2.1 quantity, thickness, size can be determined according to stressed size.Preferably, horizontal steel plate 2.1 quantity is 1 ~ 4 block of plate, and thickness is 10 ~ 30mm, and length is 200 ~ 400mm.Described lower edge 5.1, horizontal load bearing 2 should correspondingly overlap to axis with the level of Vierendeel girder 3.2 three.
The top stating embodiment is on the invention provided with in the cable curtain wall supporting system of steel truss, steel truss bar cross section can adopt H profile steel, round steel pipe, rectangular steel pipe, steel truss can adopt monolithic truss, also can adopt by 2 wind up, triangular form space truss that 1 lower edge forms, can also adopt by 2 wind up, rectangle space truss that 2 lower edges form.As shown in Figure 5, steel truss can be monolithic truss, and upper lower edge is H profile steel cross section, and with reference to Fig. 2, truss is often held and is provided with 1 vertical load bearing 1 and is connected with major structure of construction 3 with 1 horizontal load bearing 2.As shown in Figure 6, steel truss can be triangular solid truss, and upper lower edge is rectangular steel pipe, and with reference to Fig. 2, truss is often held and is provided with 2 vertical load bearings 1 and is connected with major structure of construction 3 with 1 horizontal load bearing 2.As shown in Figure 7, steel truss can be also rectangle space truss, and upper lower edge is rectangular steel pipe, and with reference to Fig. 2, truss is often held and is provided with 2 vertical load bearings 1 and is connected with major structure of construction 3 with 2 horizontal load bearings 2.When span is little, monolithic truss can be adopted, when span is large, adopt triangle or rectangle space truss bearing capacity higher, spatial stability is better.
The construction method of the cable curtain wall supporting system that the present invention also provides above-mentioned top to be provided with steel truss, is characterized in that: comprise the steps:
Step one, material prepare: the material comprising curtain wall inhaul cable 6, vertical load bearing 1 and horizontal load bearing 2 prepares or makes;
The preparatory processing of step 2, steel truss 5: according to design size, two of steel truss 5 lower corner will be left respectively a rectangular indentation being used for frame and adapting in major structure of construction 3, size and supporting part agent structure;
The lifting of step 3, steel truss 5: steel truss 5 lifts to both sides major structure of construction 3 top after constructing by upper end major structure of construction 3, according to gap portions locating rack on the frame column 3.1 of the major structure of construction 3 of both sides;
Step 4, vertical load bearing 1 is installed: the bottom of vertical load bearing 1 is welded with the capital built-in fitting 3.3 at frame column 3.1 top, the end node 5.5 or hold web member 5.4 to be welded and fixed of winding up at the top of vertical load bearing 1 and rectangular indentation top;
Step 5, vertical cable wire 6.1 is installed: be articulated on lower edge 5.2 by the upper end of vertical cable wire 6.1, lower end and the lower support structure 4 of vertical cable wire 6.1 are connected and fixed;
Step 6, prestressed stretch-draw is carried out to vertical cable wire 6.1: prestressed stretch-draw is carried out to vertical cable wire 6.1, makes steel truss 5 complete vertical deformation;
Step 7, horizontal load bearing 2 is installed: between the capital built-in fitting 3.3 that the horizontal steel plate horizontal welding of horizontal load bearing 2 is connected on frame column 3.1 top and the lower edge 5.2 of rectangular indentation side, makes steel truss 5, major structure of construction 3 is linked to be entirety with lower support structure 4;
Step 8, installation horizontal cable 6.2: be connected with major structure of construction 3 by horizontal cable 6.2, carry out prestressed stretch-draw to horizontal cable 6.2, so far, the construction of cable curtain wall supporting system completes.
The steel truss bearing when vertical steel cable stretching prestressing force that the invention solves supporting cable curtain wall can freely rotate, at horizontal cable stretch-draw prestressing force or earthquake time steel truss can be utilized again both sides building firmly to be connected technical problem, not only be applicable to the cable curtain wall supporting system that top is provided with steel truss, be also applicable to that span is comparatively large, load heavy, need reliable for the both sides building steel truss connected.
Claims (10)
1. top is provided with a cable curtain wall supporting system for steel truss, and the curtain wall wire rope (6) of described cable curtain wall comprises vertical cable wire (6.1) and horizontal cable (6.2), it is characterized in that, comprises following components:
Major structure of construction (3), is positioned at the cable curtain wall left and right sides, provides the drawknot fixed point of horizontal cable (6.2) left and right sides;
Lower support structure (4), is positioned at the bottom of cable curtain wall, provides the drawknot fixed point of vertical cable wire (6.1) bottom;
Steel truss (5), described steel truss (5) frame is in the upper end of the major structure of construction (3) of both sides, be made up of wind up (5.2), lower edge (5.1), intermediate web elements (5.3) and end web member (5.4), the hanging fixed point at vertical cable wire (6.1) top is provided; Two-way reinforcement connected mode is adopted between the end of described steel truss (5) and major structure of construction (3), comprise lateral connection and be vertically connected, described vertical connection is realized by the vertical load bearing (1) be located between steel truss (5) and major structure of construction (3) top; Described lateral connection realizes by being located at horizontal load bearing (2) between steel truss (5) and major structure of construction (3) side, that just carry out installing after the vertical cable wire (6.1) of curtain wall carries out prestressed stretch-draw.
2. a kind of top according to claim 1 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: have a rectangular indentation adapted in major structure of construction (3), size and supporting part agent structure for frame in two lower corner of described steel truss (5), described vertical load bearing (1) is arranged on the end node that winds up (5.5) at major structure of construction (3) end face and rectangular indentation top or holds between web member (5.4); Described horizontal load bearing (2) is arranged between the lower edge (5.1) of major structure of construction (3) side and rectangular indentation side.
3. a kind of top according to claim 1 and 2 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: lay respectively in two vertical load bearings (1) at steel truss (5) two ends, one of them is three-dimensional fixed ball hinged support, and another is the one-way slide type ball hinged support along the unidirectional slip of steel truss prolonging direction.
4. a kind of top according to claim 3 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: described horizontal load bearing (2) is horizontal steel plate group, described horizontal steel plate group comprises 1 ~ 4 piece of horizontal steel plate (2.1) of setting parallel to each other, and the two ends, left and right of horizontal steel plate are fixed with the welding edges of major structure of construction (3) sidewall and lower edge (5.1) respectively.
5. a kind of top according to claim 3 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: the rod member of described steel truss (5) adopts H profile steel, round steel pipe or rectangular steel pipe, steel truss (5) be monolithic truss, triangular form space truss or rectangle space truss.
6. a kind of top according to claim 4 or 5 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: frame construction, frame support structure or shear wall structure that described major structure of construction (3) is made up of frame column (3.1) and Vierendeel girder (3.2), described steel truss (5) frame is on the frame column (3.1) of both sides major structure of construction (3).
7. a kind of top according to claim 6 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: described frame column (3.1) is concrete column, capital built-in fitting (3.3) is established at its top, sidewall establishes post side built-in fitting (3.4), described capital built-in fitting (3.3) is connected with the bottom welding of vertical load bearing (1), and described post side built-in fitting (3.4) is welded to connect with horizontal load bearing (2).
8. a kind of top according to claim 6 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: described lower support structure (4) is reinforced concrete wall or reinforced concrete beam.
9. a kind of top according to claim 6 is provided with the cable curtain wall supporting system of steel truss, it is characterized in that: described lower edge (5.1), horizontal load bearing (2) overlap with the level of Vierendeel girder (3.2) three is corresponding to axis.
10. the top according to claim 7 ~ 9 any one is provided with the construction method of the cable curtain wall supporting system of steel truss, it is characterized in that: comprise the steps:
Step one, material prepare: the material comprising curtain wall inhaul cable (6), vertical load bearing (1) and horizontal load bearing (2) prepares or makes;
The preparatory processing of step 2, steel truss (5): according to design size, open a rectangular indentation adapted in major structure of construction (3), size and supporting part agent structure for frame respectively by two lower corner of steel truss (5);
The lifting of step 3, steel truss (5): after upper end major structure of construction (3) construction, by steel truss (5) lifting to both sides major structure of construction (3) top, according to gap portions locating rack on the frame column (3.1) of the major structure of construction (3) of both sides;
Step 4, vertical load bearing (1) is installed: the vertical bottom of load bearing (1) is welded with the capital built-in fitting (3.3) at frame column (3.1) top, the top of vertical load bearing (1) and the end node that winds up (5.5) at rectangular indentation top or hold web member (5.4) to be welded and fixed;
Step 5, vertical cable wire (6.1) is installed: be articulated in the upper end of vertical cable wire (6.1) on lower edge (5.1), lower end and the lower support structure (4) of vertical cable wire (6.1) are connected and fixed;
Step 6, prestressed stretch-draw is carried out to vertical cable wire (6.1): prestressed stretch-draw is carried out to vertical cable wire (6.1), makes steel truss (5) complete vertical deformation;
Step 7, horizontal load bearing (2) is installed: the horizontal steel plate horizontal welding of horizontal load bearing (2) be connected between the capital built-in fitting (3.3) at frame column (3.1) top and the lower edge (5.1) of rectangular indentation side, makes steel truss (5), major structure of construction (3) and lower support structure (4) be linked to be entirety;
Step 8, installation horizontal cable (6.2): be connected with major structure of construction (3) by horizontal cable (6.2), carry out prestressed stretch-draw to horizontal cable (6.2), so far, the construction of cable curtain wall supporting system completes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510837742.4A CN105332452B (en) | 2015-11-26 | 2015-11-26 | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510837742.4A CN105332452B (en) | 2015-11-26 | 2015-11-26 | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105332452A true CN105332452A (en) | 2016-02-17 |
| CN105332452B CN105332452B (en) | 2017-10-13 |
Family
ID=55283194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510837742.4A Active CN105332452B (en) | 2015-11-26 | 2015-11-26 | Cable curtain wall supporting system and its construction method of a kind of top provided with steel truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105332452B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106842385A (en) * | 2016-12-20 | 2017-06-13 | 登封市豫科玻璃技术有限公司 | One kind has UV400 scratch resistant layers glass curtain wall easy to clean |
| CN107035037A (en) * | 2017-06-15 | 2017-08-11 | 中冶建工集团有限公司 | High building top layer curtain wall frame and its installation method |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107724720A (en) * | 2017-10-13 | 2018-02-23 | 黄河科技学院 | A kind of glass viewfinder of stabilized structure |
| CN109537729A (en) * | 2018-11-30 | 2019-03-29 | 北京市建筑工程研究院有限责任公司 | A kind of construction method suitable for single-layer bidirectional Orthogonal Cable net |
| CN110777938A (en) * | 2019-11-21 | 2020-02-11 | 香港华艺设计顾问(深圳)有限公司 | Suspension structure for additionally arranging prestressed steel stay cable in steel truss |
| CN113358470A (en) * | 2021-06-04 | 2021-09-07 | 山东理工大学 | Out-of-plane stable single steel truss test model |
| CN114059554A (en) * | 2021-12-09 | 2022-02-18 | 深圳市基础工程有限公司 | Novel deep foundation pit inner support system with steel truss and inclined cast support and construction method |
| CN115110672A (en) * | 2022-06-16 | 2022-09-27 | 广东省第四建筑工程有限公司 | Construction method of prestressed single-layer bidirectional cable net structure curtain wall |
| CN115288335A (en) * | 2022-07-06 | 2022-11-04 | 广东省第四建筑工程有限公司 | Two-way cable net mounting structure of prestressing force individual layer |
| CN115324355A (en) * | 2022-07-14 | 2022-11-11 | 中建八局第三建设有限公司 | Construction process of roof prestressed cable arch structure |
| CN111424812B (en) * | 2020-04-30 | 2024-04-26 | 陕西建工集团股份有限公司 | Asymmetric curtain wall structure of greenhouse |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2606143Y (en) * | 2003-04-11 | 2004-03-10 | 深圳市三鑫特种玻璃技术股份有限公司 | Monocable spot supported glass screen wall |
| CN201099935Y (en) * | 2007-10-09 | 2008-08-13 | 上海高新铝质工程股份有限公司 | Wide span architecture curtain wall flexible bearing structure |
| CN102864859A (en) * | 2012-10-19 | 2013-01-09 | 上海市机械施工有限公司 | Curtain wall steel support structure, construction method thereof and lifting device for construction |
| KR20130094462A (en) * | 2012-02-16 | 2013-08-26 | 박재민 | Constructing apparatus of outer wall truss in buildings |
| CN103437423A (en) * | 2013-08-09 | 2013-12-11 | 广州市设计院 | Controllable quantitative release connection method and structure for steel truss |
| CN103758263A (en) * | 2014-01-24 | 2014-04-30 | 北京市建筑工程研究院有限责任公司 | Multi-layer cable truss curtain wall structure and forming method thereof |
| CN104453034A (en) * | 2013-09-25 | 2015-03-25 | 江苏合发集团有限责任公司 | Inclined hidden-frame glass curtain wall connecting structure |
-
2015
- 2015-11-26 CN CN201510837742.4A patent/CN105332452B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2606143Y (en) * | 2003-04-11 | 2004-03-10 | 深圳市三鑫特种玻璃技术股份有限公司 | Monocable spot supported glass screen wall |
| CN201099935Y (en) * | 2007-10-09 | 2008-08-13 | 上海高新铝质工程股份有限公司 | Wide span architecture curtain wall flexible bearing structure |
| KR20130094462A (en) * | 2012-02-16 | 2013-08-26 | 박재민 | Constructing apparatus of outer wall truss in buildings |
| CN102864859A (en) * | 2012-10-19 | 2013-01-09 | 上海市机械施工有限公司 | Curtain wall steel support structure, construction method thereof and lifting device for construction |
| CN103437423A (en) * | 2013-08-09 | 2013-12-11 | 广州市设计院 | Controllable quantitative release connection method and structure for steel truss |
| CN104453034A (en) * | 2013-09-25 | 2015-03-25 | 江苏合发集团有限责任公司 | Inclined hidden-frame glass curtain wall connecting structure |
| CN103758263A (en) * | 2014-01-24 | 2014-04-30 | 北京市建筑工程研究院有限责任公司 | Multi-layer cable truss curtain wall structure and forming method thereof |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106842385A (en) * | 2016-12-20 | 2017-06-13 | 登封市豫科玻璃技术有限公司 | One kind has UV400 scratch resistant layers glass curtain wall easy to clean |
| CN107035037B (en) * | 2017-06-15 | 2022-10-21 | 中冶建工集团有限公司 | Tower top curtain wall frame and mounting method thereof |
| CN107035037A (en) * | 2017-06-15 | 2017-08-11 | 中冶建工集团有限公司 | High building top layer curtain wall frame and its installation method |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107724720A (en) * | 2017-10-13 | 2018-02-23 | 黄河科技学院 | A kind of glass viewfinder of stabilized structure |
| CN109537729A (en) * | 2018-11-30 | 2019-03-29 | 北京市建筑工程研究院有限责任公司 | A kind of construction method suitable for single-layer bidirectional Orthogonal Cable net |
| CN110777938B (en) * | 2019-11-21 | 2022-05-03 | 香港华艺设计顾问(深圳)有限公司 | Suspension structure for additionally arranging prestressed steel stay cable in steel truss |
| CN110777938A (en) * | 2019-11-21 | 2020-02-11 | 香港华艺设计顾问(深圳)有限公司 | Suspension structure for additionally arranging prestressed steel stay cable in steel truss |
| CN111424812B (en) * | 2020-04-30 | 2024-04-26 | 陕西建工集团股份有限公司 | Asymmetric curtain wall structure of greenhouse |
| CN113358470A (en) * | 2021-06-04 | 2021-09-07 | 山东理工大学 | Out-of-plane stable single steel truss test model |
| CN113358470B (en) * | 2021-06-04 | 2022-09-13 | 山东理工大学 | Out-of-plane stable single steel truss test model |
| CN114059554A (en) * | 2021-12-09 | 2022-02-18 | 深圳市基础工程有限公司 | Novel deep foundation pit inner support system with steel truss and inclined cast support and construction method |
| CN115110672A (en) * | 2022-06-16 | 2022-09-27 | 广东省第四建筑工程有限公司 | Construction method of prestressed single-layer bidirectional cable net structure curtain wall |
| CN115288335A (en) * | 2022-07-06 | 2022-11-04 | 广东省第四建筑工程有限公司 | Two-way cable net mounting structure of prestressing force individual layer |
| CN115324355A (en) * | 2022-07-14 | 2022-11-11 | 中建八局第三建设有限公司 | Construction process of roof prestressed cable arch structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105332452B (en) | 2017-10-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105332452A (en) | Dragline curtain wall support system with steel truss at top and construction method thereof | |
| CN103541430B (en) | A kind of support connection structure for steel structure corridor | |
| CN204876059U (en) | Prefabricated assembled shaped steel concrete frame structure system | |
| CN105256917A (en) | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof | |
| CN107152078B (en) | Hinge device and construction method for releasing welding internal stress of steel gallery by using hinge device | |
| CN104032854B (en) | Assembled T-shaped mixing coupled wall and construction method thereof | |
| CN104389419A (en) | Cantilevered formwork platform installation structure and construction method | |
| CN104695341A (en) | Non-self-balanced beam string structure for reinforcing large-span continuous beam bridge | |
| CN107882328B (en) | Construction method of large-span steel truss suspension structure | |
| CN105507427A (en) | Mounting method for extending single-layer latticed shell structure | |
| CN205153536U (en) | Structure is assembled to self -balancing integral template of reinforced concrete roof beam | |
| CN206503233U (en) | Assembled architecture beam-to-column joint structure and steel building | |
| CN106284838A (en) | A kind of lattice Honeycomb Beam sections and large span lattice girder steel and fabrication and installation method thereof | |
| CN203487767U (en) | Cross plate scaffold | |
| CN109469204A (en) | Assembled steel reinforced concrete combination frame structure and construction method based on composite beam | |
| CN105926774A (en) | End plate connection integral type combination frame beam and combination method thereof | |
| CN113137000A (en) | Reticulated shell arch-shaped steel structure and construction method thereof | |
| CN211815595U (en) | Lower tower column tension and compression structure for cable tower | |
| CN104032862B (en) | Assembled girder steel seam line L shape mixing coupled wall and construction method thereof | |
| CN204151663U (en) | A kind of hybrid beam is without dorsal funciculus low-pylon cable-stayed bridge | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN109356338A (en) | Steel skeleton daughter's wall construction | |
| CN209194866U (en) | Steel skeleton daughter's wall construction | |
| CN209079700U (en) | One kind is firmly across mounting structure | |
| CN209685126U (en) | A kind of steel vestibule integrally promotes lifting lug device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |