CN204298950U - Many pedestals architectural support structure - Google Patents
Many pedestals architectural support structure Download PDFInfo
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- CN204298950U CN204298950U CN201420687823.1U CN201420687823U CN204298950U CN 204298950 U CN204298950 U CN 204298950U CN 201420687823 U CN201420687823 U CN 201420687823U CN 204298950 U CN204298950 U CN 204298950U
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Abstract
The utility model relates to construction engineering technical field, provides a kind of many pedestals architectural support structure.This system comprises angle brace post, two daggers, three daggers and four daggers, and four kinds of daggers include the column jecket vertically arranged, and at least in two side direction of column jecket, distinguish many H profile steel of spread configuration; The edge of a wing of every bar H profile steel is all horizontally disposed with, and one end is all welded with column jecket, and the other end is equipped with level connection joint flange; All be welded to connect web assembly between two H profile steel often adjacent in the same side, a lateral edges of web assembly also welds with column jecket, the opposite side edge arch concavely of web assembly; Web assembly is that the side edge joint weld of the arch of inner concavity is connected to arched wing listrium.Whole system has good tension, resistance to compression, shear resistance, plate-shaped members lightweight, reduces the deadweight of support unit, is easy to lifting and transport, cost-saving; Be made up of template type, build speed fast, many pedestals architectural support structure intensity is high, and quality is good.
Description
Technical field
The utility model relates to construction engineering technical field, provides a kind of many pedestals architectural support structure especially.
Background technology
Traditional architecture many uses load-bearing pillar and load bearing wall are used for the connection between floor and play load-bearing effect, and main Types comprises confined concrete post, steel fibrous concrete post, steel core concrete column, combined steel and concrete column, separated column and high-strength concrete column.The said goods uses a large amount of concrete and steel work, and cost is high, builds efficiency low, and needs the plenty of time to wait for concrete setting in construction, and these products cannot carry out recycling, cause the waste of resource;
Along with the lifting of building construction (steel concrete combines) technology of modern architecture industry, to conventional house steel structure frame formula, arrive steel work template type emerging in recent years again, steel work development for supporting building promotes steadily and advances, these some emerging development and investigation of steel work template type rise gradually, although also there is now many pedestals architectural support structure of some steel work template types, or building component occur, but in design, produce, transport, in the links such as installation, also a lot of problem is exposed, such as: the trial-production repeatedly of design stage, publish picture, take time and effort, the construction of production phase is slow, the selection of road in transportation, installation process, the outfit of commanding, the technical requirements of installation personnel is high, template number is many, lifting is slow, assembling precision prescribed is not high, modular shuttering element bending resistance, resistance to compression, shearing resistance, performance is not strong, building structure globality is bad.
Utility model content
(1) technical problem that will solve
The resistance to overturning that problem to be solved in the utility model is to provide a kind of house is high, has stronger bending resistance, resistance to compression, shear behavior, and can with many pedestals architectural support structure of the form quick-assembling of template.
(2) technical scheme
For solving the problems of the technologies described above, the utility model provides a kind of many pedestals architectural support structure, is made up of angle brace post, two daggers, three daggers and/or four daggers, and described angle brace post, two daggers, three daggers and four daggers include column jecket and H profile steel; One end of described H profile steel is welded with described column jecket, and the other end of described H profile steel is provided with level connection joint flange;
Described angle brace post is be disposed with many described H profile steel respectively in two orthogonal side direction of column jecket;
Described pair of dagger is upwards be disposed with many described H profile steel respectively at two opposite sides of column jecket;
Described three daggers be column jecket two opposite sides to and in perpendicular side direction, be disposed with many described H profile steel with two opposite sides respectively;
Described four daggers are be disposed with many described H profile steel respectively on four of described column jecket successively orthogonal direction;
Web assembly has all been welded to connect between two the often adjacent described H profile steel upwards of the same side;
Described angle brace post, two daggers, three daggers and four daggers are each other by described level connection joint Flange joint.
Preferably, a lateral edges of described web assembly also welds with described column jecket, the opposite side edge arc concavely of described web assembly;
Described web assembly is that the side edge joint weld of the arc of inner concavity is connected to arched wing listrium.
Preferably, be equipped with the bracket for propping up floor between described column jecket and the angle of described H profile steel, the table top of described bracket is provided with for wearing bolt hole.
Preferably, the soffit of the table top of described bracket and the bottom flange of described H profile steel is drawn close, and the bottom flange of described H profile steel is wide compared with top flange.
Preferably, described bracket is connected with described column jecket by bracket fixed head; Fit with the surface of described column jecket and weld in the side of described bracket fixed head, the opposite side of described bracket fixed head is connected with described bracket bolt.
Preferably, the top of described column jecket is provided with upper flange, and the bottom of described column jecket is provided with lower flange; The top flange being positioned at the described H profile steel at top is equipped with bolt hole with the bottom flange of the described H profile steel being positioned at bottom.
Preferably, the bottom of described column jecket is provided with guide head.
Preferably, inside the angle of every two orthogonal H profile steel of described angle brace post, three daggers and four daggers, and the one end being positioned at close described column jecket is provided with floor fixed head, and described floor fixed head is provided with bolt hole.
Preferably, described many pedestals architectural support structure also comprises floor, and described floor comprises armored concrete slab and is connected to the girder steel frame of described armored concrete slab side; Described armored concrete slab comprises floor reinforced bar mesh and is coated on the concrete clad outside described floor reinforced bar mesh;
Described girder steel frame comprises four end carriages surrounding rectangle, and is connected to many girder steels of inside of the rectangle that four described end carriages surround;
Two long sides of described end carriage are equipped with bending structure, and described end carriage is welded with described floor reinforced bar mesh by the bending structure of its side; Described end carriage is connected with the table top of described bracket by the bending structure of its opposite side;
Two long sides of described girder steel are equipped with bending structure, and described girder steel is welded with described floor reinforced bar mesh by the bending structure of its side.
Preferably, be welded with steel mesh reinforcement in described H profile steel towards between the top flange and bottom flange of the side of described floor, between steel mesh reinforcement and floor reinforced bar mesh, be welded with reinforcing bar, and the steel mesh reinforcement place between floor and H profile steel builds concrete.
(3) beneficial effect
One many pedestals architectural support structure that the utility model provides, comprise angle brace post, two daggers, three daggers and four daggers, described angle brace post, two daggers, three daggers and four daggers include the column jecket vertically arranged, and at least in two side direction of institute's column jecket, distinguish many H profile steel of spread configuration; Described in every bar, the edge of a wing of H profile steel is all horizontally disposed with, and described in every bar, one end of H profile steel is all welded with described column jecket, and described in every bar, the other end of H profile steel is equipped with level connection joint flange; Between two often adjacent described H profile steel of the same side, be all welded to connect web assembly, a lateral edges of described web assembly also welds with described column jecket, the opposite side edge arch concavely of described web assembly; Described web assembly is that the side edge joint weld of the arch of inner concavity is connected to arched wing listrium.Web assembly is that axial tension and pressure can be shared equably in the side of arch; The arch edge of arched wing listrium and web assembly is welded to connect, the effect of Edge curl preventing can be played to web assembly, improve the tension/pressure stability of web assembly, frange plate can make again H profile steel relative to the axial and circumferential direction of column jecket all obtaining powerful fixing, and improves anti-torsion; Like this, the entirety of many pedestals architectural support structure is just provided with good tension, resistance to compression, shear resistance, and plate-shaped members lightweight, greatly reduces the deadweight of support unit, is easy to lifting and transport, can also be cost-saving; Whole many pedestals architectural support structure is made up of many pedestals architectural support structure of variation, template type, and whole system construction speed is fast, and many pedestals architectural support structure intensity is high, and quality is good.
Accompanying drawing explanation
Fig. 1 is the front view of a kind of many pedestals architectural support structure of the utility model embodiment;
Fig. 2 is the lateral view of a kind of many pedestals architectural support structure of the utility model embodiment;
Fig. 3 is the schematic diagram of the angle brace post of the utility model embodiment;
Fig. 4 is the schematic diagram of the floor of the utility model embodiment;
Fig. 5 is the partial enlarged view of the floor of the utility model embodiment;
Fig. 6 is the installment state schematic diagram of the floor of the utility model embodiment.
Reference numeral:
1, column jecket; 2, H profile steel; 21, steel mesh reinforcement; 22, floor fixed head; 3, level connection joint flange; 4, web assembly; 5, frange plate; 6, bracket; 7, bracket fixed head; 8, top flange; 9, bottom flange; 10, floor; 101, floor reinforced bar mesh; 102, concrete clad; 103, end carriage; 104, brace summer; 105, stiffener; 106, knock down hole.
Detailed description of the invention
Below in conjunction with drawings and Examples, detailed description of the invention of the present utility model is described in further detail.Following examples for illustration of the utility model, but are not used for limiting scope of the present utility model.
In description of the present utility model, except as otherwise noted, term " on ", the orientation of the instruction such as D score or state relation be based on orientation shown in the drawings or state relation, only the utility model and simplified characterization for convenience of description, instead of the device of instruction or hint indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.
In description of the present utility model, it should be noted that, unless otherwise clearly defined and limited, term " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be directly be connected, also indirectly can be connected by intermediary.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.
The utility model embodiment provides a kind of many pedestals architectural support structure and building-supporting unit thereof, shown in composition graphs 1 and Fig. 2, described building-supporting unit comprises the column jecket 1 vertically arranged, and in two side direction of institute's column jecket 1, at least distinguish many H profile steel 2 of spread configuration, many described H profile steel 2 are connected to the differing heights place of column jecket 1, two groups of neighbouring H profile steel 2 are at a distance of the distance of a story height, story height can be identical also can be different, specifically sets according to actual needs; The H profile steel 2 being positioned at sustained height place on column jecket 1 is at least two, the quantity of the H profile steel 2 at differing heights place can identical can be different, the H profile steel 2 in each side direction of differing heights place is mutually angle, and angle also can be decided according to the actual requirements.
The H profile steel 2 that the axial direction of column jecket 1 is arranged can be as 5 in Fig. 1 group, two often neighbouring H profile steel 2 are at a distance of the distance of a story height, the building-supporting unit that one is minimum unit with four layers is formed with this, should be understood that, according to actual needs with the difference of Specific construction condition, this building-supporting unit also can be set to one deck, two-layer, more than three layers or four layers.
H profile steel 2 for cross section be the steel beam column of " H " font, the end face of " H " word and bottom surface are top flange and the bottom flange of H profile steel 2, top flange is connected by middle web with bottom flange, the edge of a wing of every bar H profile steel 2 is all horizontally disposed with, one end of every bar H profile steel 2 is all welded with column jecket 1, the other end of every bar H profile steel 2 is equipped with level connection joint flange 3, and level connection joint flange 3 is for connection in the horizontal direction between multiple building-supporting unit; Level connection joint flange 3 can be follow-uply be welded in H profile steel 2, be arranged to vertical slotted hole for one in interconnective two level connection joint flanges 3, another is arranged to the slotted hole (direction of slotted hole is mutually vertical) of level, so the more convenient connection when docking, and installs.
Web assembly 4 has all been welded to connect between two often adjacent H profile steel 2 of the same side, one lateral edges of web assembly 4 also welds with column jecket 1, the opposite side edge arch concavely of web assembly 4, web assembly 4 can be made up of a monoblock sheet material, also can be made up of split type epimere, stage casing and hypomere, the stage casing of split type web assembly 4 is narrower, and entirety is rectangle, and long limit, side is welded with column jecket 1; The epimere of web assembly 4 is identical with hypomere shape, entirety is at right angles trapezoidal, base and be connected on the angle of column jecket 1 and H profile steel 2 perpendicular to the side side weld on base, top margin welds with the up/down minor face in stage casing, another side is 1/4 arc-shaped, split type web assembly 4 is easily produced in batches, and difficulty of processing is low, and easily transport and installation.
The side edge joint weld of the arch of web assembly 4 in inner concavity is connected to arched wing listrium 5, arched wing listrium 5 integrally bending overarches, the curved shape of arched wing listrium 5 and the arch edge of web assembly 4 adapt, web assembly 4 is perpendicular to arched wing listrium 5, and being welded on the middle part of arched wing listrium 5, the two ends up and down of arched wing listrium 5 can also be welded with the edge of a wing of upper and lower two H profile steel 2.Thus, H profile steel 2 is obtained for fixing on the axial and circumferential relative to column jecket 1, and axial tension and pressure can be shared equably in the side of web assembly 4 in arch; And, arched wing listrium 5 is welded to connect with the arch edge of web assembly 4, the effect of Edge curl preventing and reinforcement can be played to web assembly 4, improve the tension/pressure stability of web assembly 4, frange plate 5 can make again H profile steel 2 on the axial direction relative to column jecket 1, obtain powerful fixing, and improves anti-torsion; Like this, because web assembly 4 and arched wing listrium 5 are made by sheet material, by peculiar shape and the collocation form of web assembly 4 and arched wing listrium 5, the entirety of building-supporting unit is just provided with good tension, resistance to compression, shear resistance, lightweight, greatly reduce the deadweight of support unit, be easy to lifting and transport, can also be cost-saving.
Again shown in composition graphs 3, the above-mentioned building-supporting unit of the present embodiment is divided into angle brace post, two daggers, three daggers and four daggers, angle brace post is difference spread configuration many H profile steel 2 in two orthogonal side direction of column jecket 1; Two dagger is upwards distinguish spread configuration many H profile steel 2 at two opposite sides of column jecket 1; Three daggers are upwards and in vertical direction distinguish spread configuration many H profile steel 2 at two opposite sides of column jecket 1; Four daggers are spread configuration many H profile steel 2 respectively on four of column jecket 1 successively orthogonal direction; Angle brace post, two daggers, three daggers and four daggers are connected by respective level connection joint flange 3 each other, wherein, angle brace post is positioned at the incline place of many pedestals architectural support structure, three daggers are positioned at the wall place of many pedestals architectural support structure, and four daggers are positioned at the inside of many pedestals architectural support structure; Two daggers are positioned at wall place or the inside of many pedestals architectural support structure, and the building-supporting unit having each multi-form with this is spliced to form many pedestals architectural support structure mutually.For four rib buildings, on same level direction, the quantity of angle brace post is four; Multiple pairs of daggers and/or three daggers can surround the region of a slice larger area, this region may be used for building arena, indoor garden etc. in the later stage, also can not install floor, the inside in building forms control structure longitudinally, is applicable to as multi-storied garage etc.
Also top flange 8 can be set on the top of column jecket 1, in the bottom of column jecket 1, bottom flange 9 is set, each building-supporting unit is achieved a butt joint in the vertical, top flange 8 and also can weld diagonal brace gusset between bottom flange 9 with column jecket 1, with the bonding strength of reinforcing flange; Achieve a butt joint by top flange 8 and bottom flange 9 between building-supporting unit; Preferably, guide head is set in the bottom of the column jecket 1 of tubulose, when the splicing up and down carrying out building-supporting unit, is plugged in the column jecket 1 of next stage building-supporting unit, convenient location in the docking operation of lifting and flange; In each building-supporting unit, the top flange being positioned at the H profile steel 2 at top is equipped with bolt hole with the bottom flange of the H profile steel 2 being positioned at bottom, after column jecket 1 docking of upper and lower two-stage building-supporting unit, two H profile steel 2 contacted with each other in Unit two are fastened by bolts; The H profile steel 2 being positioned at many pedestals architectural support structure lowermost layer and ground are fastenedly connected, and are positioned at the hole in the H profile steel 2 of most top layer, may be used for the top cover of connecting building, also can not use.
On the column jecket 1 of building-supporting unit, and the bracket 6 be equipped with between the angle of every two H profile steel 2 for propping up floor 10, the quantity of bracket 6 is multiple, respectively between the corresponding H profile steel between two 2 being arranged on differing heights place, bracket 6 comprises the table top for supporting and the plate face for being connected with other objects, the plate face of bracket 6 is provided with bolt hole, for being connected with floor 10 bolt; Bracket 6 is to be connected with column jecket 1 by bracket fixed head 7, and bracket fixed head 7 is welded on bracket installed position, and bracket fixed head 7 comprises the first junction plate at an angle to each other and the second junction plate, and the first junction plate and the second junction plate are tangent with column jecket respectively and weld; First junction plate is provided with the bracket connecting hole for wearing bolt, for being connected with the plate face bolt of bracket 6.
Again shown in composition graphs 4, many pedestals architectural support structure of the present embodiment also comprises floor 10, floor 10 is rectangle, the area that its length and width are encircled a city depending on the building-supporting unit of its installation site, this floor 10 comprises armored concrete slab and is connected to the girder steel frame of armored concrete slab side; The concrete clad 102 that armored concrete slab comprises floor reinforced bar mesh 101 and is coated on outside floor reinforced bar mesh 101; Girder steel frame welds with floor reinforced bar mesh 101.
Girder steel frame comprises four end carriages 103, end carriage 103 is made up of the steel plate of strip, wherein one group of end carriage be oppositely arranged 103 is folded between other one group of end carriage be oppositely arranged 103, article four, end carriage 103 is spliced into rectangle, and the outside of four end carriages 103 flushes with four sides of armored concrete slab successively; The long limit, both sides of end carriage 103 all has bending structure, bending angle is 90 °, end carriage 103 is welded with floor reinforced bar mesh 101 by the bending structure of its side, the opposite side bending structure of end carriage 103 is also provided with secondary kink, secondary kink is 90-degree bent again on original basis, form bead-like, the bending structure of end carriage 103 bottom side is provided with bolt hole, is connected with the table top bolt of bracket for wearing bolt; Relative two end carriages 103 are by the welding edges of its secondary kink with two end carriages 103 sandwiched therebetween in addition, and the bending of end carriage 103 liang of long sides connects and can also promote its bend resistance and shear resistance.
Girder steel frame also comprises many girder steel framves 104, and many girder steel framves 104 are spliced into netted in the inside of the rectangle that four end carriages 103 surround; The long limit, both sides of girder steel frame 104 all has bending structure, and the bending structure of girder steel frame 104 both sides can promote its bending resistance, shear resistance; Girder steel frame 104 is welded with floor reinforced bar mesh 101 by the bending structure of its side, and the girder steel frame 104 of web-like edge welds with the medial surface of each end carriage 103.The effect of many girder steel framves 104 is formed the centre of armored concrete slab to support, the connecting method of many girder steel framves 104 is depending on concrete floor area, the rational mechanical support framework of component, as floor be area less rectangle time, the girder steel frame 104 of a commensurateiy wide only need be set between longer two end carriages 103, for the floor that area is larger, many girder steel framves 104 can be adopted to be spliced into netted, wherein, each girder steel frame 104 with certain intervals is made to arrange wider, and the girder steel frame 104 between each wider girder steel frame 104 is arranged narrower, the deadweight that excellent support effect can alleviate again many girder steel framves 104 can be reached like this.
The sidewall of end carriage 103 is provided with hole, and at this hole peripheral solder stiffener 105, hole on this end carriage 103 sidewall can be upper and lower two is one group, end carriage 103 is uniformly distributed many groups, this hole can be used for floor and with building, bolt between that is connected, and also can be used for by reinforcing between bolt and building-supporting unit.Be such as component natatorium or stadium when one piece of floor installation region that building-supporting unit surrounds is larger, cannot be realized by one piece of floor, this just needs to be spliced by polylith floor, is then specifically to realize splicing between floor by high-strength bolt through this hole above-mentioned; This hole is preferably horizontal slotted hole in addition, and when splicing, bolt easily looks for hole like this, can provide installation effectiveness.For the side that floor contacts with building-supporting unit, first junction plate of bracket fixed head 7 again can be offered again the floor connecting hole for wearing bolt, this hole and floor connecting hole is arranged in by bolt, make to form a fixed connection between girder steel 104 and bracket fixed head, form auxiliary reinforcement effect.
Preferably, at least one lateral edges of floor reinforced bar mesh 101 exposes by concrete clad 102, steel mesh reinforcement expose design, it can be made to be welded with between building-supporting unit by reinforcing bar etc., make thus to be formed between floor and building-supporting unit to be rigidly connected, can bonding strength be improved.More preferred, at least one lateral edges of floor reinforced bar mesh 101 is exposed by the concrete clad 102 being arranged in top side, and like this when floor sets up after on bracket, welding personnel can be stood on floor and be completed welding between floor with building-supporting unit.
The knock down hole 106 that steel girder erection has level to run through, knock down hole 106 is multiple, evenly arrangement respectively in two side direction of girder steel frame, the wider girder steel frame 104 running through end carriage 103 and may exist.Knock down hole 106 for loading pipeline for holding circuit or drainage pipe in construction in later period, so just, without the need to being separately designed for the structure of fixed-piping again, and the fixing firm supporting to individual pipeline of knock down hole 106, after the bottom of girder steel frame loads ceiling, it is supreme that pipeline can be hidden in ceiling completely.
Because the footprint of the upper bracket 6 of angle brace post, three daggers and four daggers is less, therefore can inside the angle of every two orthogonal H profile steel 2 of angle brace post, three daggers and four daggers, and the one end being positioned at close column jecket 1 arranges floor fixed head 22, floor fixed head 22 is provided with bolt hole, also corresponding hole is being provided with on the long beam 103 and end carriage 105 of angle, the two is bolted, H profile steel 2 pairs of floors 10 of building-supporting unit are made to form supplemental support, to ensure that floor 10 is connected with the firm of building-supporting unit.
Again shown in composition graphs 4, the present embodiment also provides a kind of mounting process of floor as above 10, is specially: will be positioned at above floor reinforced bar mesh 101, and concrete clad 102 abate near H profile steel 2 place, the floor reinforced bar mesh 101 at this place is exposed, the table top of the multiple described bracket 6 on column jecket 1 is drawn close with the soffit of the bottom flange of the described H profile steel 2 at differing heights place successively, the soffit of the bottom surface of girder steel frame and the bottom flange of H profile steel being erected at the floor on bracket table top is drawn close, be preferably close contact to connect, ensure the planarization of floor and H profile steel joining place, and the bottom flange of H profile steel 2 is wide compared with top flange, make between the top flange of H profile steel and floor, to form certain gap, in H profile steel 2 towards welded wire fabric 21 between the top flange and bottom flange of the side of floor 10, welded reinforcement between steel mesh reinforcement 21 and the floor reinforced bar mesh 101 exposed, and the steel mesh reinforcement 21 place concreting between floor 10 and H profile steel 2, concrete setting is upper H profile steel 2, between bottom flange, steel mesh reinforcement 21 therebetween forms interior muscle, simultaneously because the concrete clad 102 of concrete and floor 10 belongs to material of the same race, after solidification with concrete clad 102 compact siro spinning technology, and, steel mesh reinforcement 21 in H profile steel 2 and the reinforcing bar be connected between floor reinforced bar mesh 101, greatly strengthen the bonding strength between floor 10 and H profile steel 2.In addition for floor 10 and floor 10 directly junction, also can be sealed by concreting, also make more to stablize between floor and column and strengthen the globality of building system.
The above is only preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from the utility model know-why; can also make some improvement and replacement (what present case represented is only four pedestals, for three pedestals, five pedestals; six pedestals etc. all comprise), these improve and replace and also should be considered as protection domain of the present utility model.
Claims (10)
1. the architectural support structure of pedestal more than, is characterized in that, is made up of angle brace post, two daggers, three daggers and/or four daggers, and described angle brace post, two daggers, three daggers and four daggers include column jecket (1) and H profile steel (2); One end of described H profile steel (2) is welded with described column jecket (1), and the other end of described H profile steel is provided with level connection joint flange (3);
Described angle brace post is be disposed with many described H profile steel (2) respectively in two orthogonal side direction of column jecket (1);
Described pair of dagger is upwards be disposed with many described H profile steel (2) respectively at two opposite sides of column jecket (1);
Described three daggers be column jecket (1) two opposite sides to and in perpendicular side direction, be disposed with many described H profile steel (2) with two opposite sides respectively;
Described four daggers are be disposed with many described H profile steel (2) respectively on four of described column jecket (1) successively orthogonal direction;
Be positioned between two the often adjacent described H profile steel (2) upwards of the same side and be all welded to connect web assembly (4);
Described angle brace post, two daggers, three daggers and four daggers are connected by described level connection joint flange (3) each other.
2. many pedestals architectural support structure according to claim 1, it is characterized in that, one lateral edges of described web assembly (4) also welds with described column jecket (1), the opposite side edge arc concavely of described web assembly (4);
The side edge joint weld of the arc of described web assembly (4) in inner concavity is connected to arched wing listrium (5).
3. many pedestals architectural support structure according to claim 1, it is characterized in that, on described column jecket (1), and the bracket (6) be equipped with between the angle being positioned at every two described H profile steel (2) for propping up floor (10), the table top of described bracket (6) and side are equipped with the hole for wearing bolt.
4. many pedestals architectural support structure according to claim 3, it is characterized in that, the soffit of the table top of described bracket (6) and the bottom flange of described H profile steel (2) is drawn close, and the bottom flange of described H profile steel (2) is wide compared with top flange.
5. many pedestals architectural support structure according to claim 4, is characterized in that, described bracket (6) is connected with described column jecket (1) by bracket fixed head (7); Fit with the surface of described column jecket (1) and weld in the side of described bracket fixed head (7), the opposite side of described bracket fixed head (7) is connected with described bracket (6) bolt.
6. many pedestals architectural support structure according to claim 5, is characterized in that, the top of described column jecket (1) is provided with upper flange (8), and the bottom of described column jecket (1) is provided with lower flange (9); The top flange being positioned at the described H profile steel (2) at top is equipped with bolt hole with the bottom flange of the described H profile steel (2) being positioned at bottom.
7. many pedestals architectural support structure according to claim 6, is characterized in that, the bottom of described column jecket (1) is provided with guide head.
8. many pedestals architectural support structure according to claim 1, it is characterized in that, described angle brace post, three daggers and four daggers every two orthogonal H profile steel (2) angle inside, and the one end being positioned at close described column jecket (1) is provided with floor fixed head (22), described floor fixed head (22) is provided with bolt hole.
9. the many pedestals architectural support structure according to any one of claim 4-8, is characterized in that, also comprises floor (10), and described floor (10) comprises armored concrete slab and is connected to the girder steel frame of described armored concrete slab side; Described armored concrete slab comprises floor reinforced bar mesh (101) and is coated on described floor reinforced bar mesh (101) concrete clad (102) outward;
Described girder steel frame comprises four end carriages (103) surrounding rectangle, and is connected to many brace summers (104) of inside of the rectangle that four described end carriages (103) surround;
Two long sides of described end carriage (103) are equipped with bending structure, and described end carriage (103) is welded with described floor reinforced bar mesh by the bending structure of its side; Described end carriage (103) is connected with the table top of described bracket by the bending structure of its opposite side;
Two long sides of described brace summer (104) are equipped with bending structure, and described brace summer (104) is welded with described floor reinforced bar mesh by the bending structure of its side.
10. many pedestals architectural support structure according to claim 9, it is characterized in that, steel mesh reinforcement (21) is welded with towards between the top flange and bottom flange of the side of described floor (10) in described H profile steel (2), between steel mesh reinforcement (21) and floor reinforced bar mesh (101), be welded with reinforcing bar, and steel mesh reinforcement (21) place between floor (10) and H profile steel (2) builds concrete.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420687823.1U CN204298950U (en) | 2014-11-17 | 2014-11-17 | Many pedestals architectural support structure |
| PCT/CN2014/001194 WO2016077943A1 (en) | 2014-11-17 | 2014-12-31 | Building supporting unit and building supporting structure employing same |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420687823.1U CN204298950U (en) | 2014-11-17 | 2014-11-17 | Many pedestals architectural support structure |
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| CN204298950U true CN204298950U (en) | 2015-04-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389345A (en) * | 2014-11-17 | 2015-03-04 | 潘存勋 | Multi-connecting column building support structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389345A (en) * | 2014-11-17 | 2015-03-04 | 潘存勋 | Multi-connecting column building support structure |
| CN104389345B (en) * | 2014-11-17 | 2017-05-31 | 潘存勋 | Many pedestal architectural support structures |
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