CN106567455A - Corner concrete bracket system structure - Google Patents
Corner concrete bracket system structure Download PDFInfo
- Publication number
- CN106567455A CN106567455A CN201610923726.1A CN201610923726A CN106567455A CN 106567455 A CN106567455 A CN 106567455A CN 201610923726 A CN201610923726 A CN 201610923726A CN 106567455 A CN106567455 A CN 106567455A
- Authority
- CN
- China
- Prior art keywords
- head
- arch
- steel bushing
- corner
- tiltedly
- 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.)
- Pending
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Classifications
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
Abstract
The invention provides a corner concrete bracket system structure. The corner concrete bracket system structure is an assembled type construction structure, wherein each layer of bracket system bodies are prefabricated horizontally and installed in place horizontally. The corner concrete bracket system structure comprises warps, oblique warps, a raised part, a lap-joint raised part, a single oval arm, an oblique raised part with a chrysanthemum head arranged on the rear portion, a grasshopper head, a lap-joint grasshopper head with a single long arm, a holding arm regular arm, an associated corner raised part with a six-component head arranged on the rear portion, a cornice purlin head-holding wood part and an oblique head-holding wood part with a cannabina head arranged on the rear portion. The first layer of warps, the oblique warps and steel sleeves are connected. Concrete is poured after all layers of steel sleeves are connected, and the steel sleeves serve as a wood vertical through bucket. Treading is conducted outwards with the steel sleeves as the center, the trodden members are connected with the steel sleeves, and each layer serves as a whole. The structure is compact, construction is convenient, the purpose of fixing inner and outer pulling bracket systems can be effectively achieved, and the corner concrete bracket system structure has great social effects and economic benefits and is suitable for application and popularization.
Description
Technical field
The present invention relates to technical field of buildings, especially a kind of angle section concrete sets of brackets on top of the columns structure.
Background technology
Concrete corner corbel-bracket set is complex sets of brackets on top of the columns, and its location is the corner intersection in eaves face and mountain face.Now
Portraitlandscape rod member can't cleverly be processed proper by many construction embodiments, some complicated construction techniques, it is impossible to simplify,
The mutual relation between it when agent structure and the assembling of concrete sets of brackets on top of the columns is not accounted for, so concrete sets of brackets on top of the columns mounting structure must first meet
Agent structure, takes measures to make way for structure with regard to impact main body before the prefabricated sets of brackets on top of the columns processing of concrete.Angle section concrete sets of brackets on top of the columns external member mostly is
Arch class is orthogonal and then oblique friendship is in 45 degree of high bodies, and intersecting arches rely on the high flat method of body to pour corner corbel-bracket set and the assembling of flat method.Outward
Go out to drag the end points reinforcing bar punching plug welding of frame primary structural component in steel bushing, without the logical muscle problem for considering the side part of steel bushing two.And it is outer to construct
Going out two when dragging frame should note on the logical muscle position of slightly larger 45 degree of diagonals, because the requirement corner structure of structural column stress is indulged
Should be many (by design arrangements) to reinforcing bar, how accomplish that structural column longitudinal rib is with the vertical muscle mutually resigning problem of corner corbel-bracket set
The most important thing of this link.First the reinforcing bar lengthwise position of main column is determined and makes model, the logical muscle with Flos Chrysanthemi head after tiltedly holding high
Structure cage bar must be made way for.Now the sets of brackets on top of the columns of many construction angle section concretes is not manufactured using flat method, flat method is assembled, therefore applied
The flatness of every layer of concrete sets of brackets on top of the columns in work technique, it is impossible to strict tolerances size, each layer concrete part does not have vibration compacting, structure when pouring
Not bright and clean, irregular after the demoulding of part surface, in a line, horizontal irregularity, crux does not consider dress to each layer longitudinal elements out of plumb
With the relation between sets of brackets on top of the columns and structure, its poor practicability, for this purpose, a kind of it is proposed that angle section concrete sets of brackets on top of the columns structure.
The content of the invention
For the problems referred to above, the present invention is intended to provide a kind of angle section concrete sets of brackets on top of the columns structure, its function admirable, in construction technology
Flatness when every layer of concrete sets of brackets on top of the columns is poured, can reliably control scale error, and each layer concrete part pours vibration compacting and different
Internal memory gas is fully excluded when type component is poured, bright and clean neat after the component surface demoulding, each layer longitudinal elements is vertically at one
In line, laterally smooth-going, stationary steel bushing solves the problems, such as the positioning welding of termination points at the positive heart of concrete sets of brackets on top of the columns, and the compact conformation is easy to
Construction, can efficiently solve and sets of brackets on top of the columns is dragged inside and outside fixed and structure problem is met, and its is practical, and service life long, is adapted to push away
Extensively use.
To realize the technical purpose, the solution of the present invention is：A kind of corner corbel-bracket set structure, ground floor sticks up, positive heart melon encircles, oblique
Head sticks up.The second layer is high, the positive heart ten thousand encircles, noisy high, single just melon arch of taking friendship, plagiocephaly it is high after band Flos Chrysanthemi head.Third layer locust head, to take friendship noisy
Locust headband Dan Caiwan encircles, holding arms railway carriage or compartment is encircleed, rear with six parted hairs by holding high.Band Folium Cannabis after 4th layer of eave purlin fastener wood, diagonal brace pollard
Head and per layer, center block, connection block, steel bushing etc..The ground floor, sticks up and is stuck up with positive heart melon arch and plagiocephaly, because sets of brackets on top of the columns receives angle
Post affects to become individually arch head, very scattered, and individually arch head is coupled together using steel bushing, it is ensured that sets of brackets on top of the columns it is smooth
Degree post, strict tolerances size.The second layer, it is high after encircle with the positive heart ten thousand, take friendship it is noisy it is high after the single just melon arch of band, plagiocephaly it is high after band chrysanthemum
Fresh idea.Sets of brackets on top of the columns is successively chosen gradually far-reaching, and tiltedly high two ends are chosen middle through corner post, and reinforcing bar passes through steel bushing.Third layer locust head,
Take the noisy locust headband Dan Caiwan arches of friendship, holding arms railway carriage or compartment arch, by band six after high separately and after the 4th layer of eave purlin fastener wood, diagonal brace pollard
Band Folium Cannabis head is all with tiltedly by high diagonal brace pollard as stress.So the logical muscle of inclined member is welded on the steel bushing of cylindricality, other
Component must beat open-work according to the diverse location of component, by reinforcing bar plug welding in steel bushing.The logical muscle of all angle sections all should be with positioning sample
Plate accordingly under logical muscle position.
Further, just melon arch surface to arrange that just hold high and take friendship noisy high to the list, and it is embedded tiltedly high internal just to hold high one end；
Described taking hands over noisy holding high to hold high internal through oblique；Described noisy high one end of friendship of taking is installed by single just melon arch.The positive arch of the heart ten thousand is located at steel bushing side；Institute
State tiltedly high internal setting and arrange inside steel bushing and steel bushing tiltedly high perforated rebar；The tiltedly high middle part setting structure post position steel bushing, and
And installation stigma steel bushing at structure stigma section；Reinforcing bar that stigma inside is installed, outside encircle slugging with the positive heart ten thousand.
Further, the tiltedly high surface is curved-surface structure, and Flos Chrysanthemi head is arranged after tiltedly holding high.
Further, the steel bushing is cube structure, and steel bushing turns two positive arches of the heart ten thousand of chi both sides setting.
Further, the shape of described reinforcing bar one end welding embedded element, and reinforcing bar will make the shape phase with the arch of the positive heart ten thousand
Seemingly.
Compared with prior art, the invention has the beneficial effects as follows：Its function admirable, every layer of concrete sets of brackets on top of the columns is poured in construction technology
Flatness when building, can reliably control scale error, and each layer concrete part pours vibration compacting and when special-shaped component is poured
Internal memory gas is fully excluded, bright and clean neat after the component surface demoulding, each layer longitudinal elements vertically in a line, is laterally put down
Suitable, stationary steel bushing solves the problems, such as the positioning welding of termination points at the positive heart of concrete sets of brackets on top of the columns, and the compact conformation is easy to construction, Neng Gouyou
Effect ground solves the problems, such as to drag sets of brackets on top of the columns inside and outside fixed, and its is practical, and service life is long.
Description of the drawings
Fig. 1 is the overall structure diagram of the present invention；
Fig. 2 is that present configuration post position adopts steel bushing internal structure schematic diagram；
Fig. 3 is stigma structural side view of the present invention；
Wherein：1st, single just melon arch, 2, just holding high, 3, to take friendship noisy high, 4, tiltedly high, 5, Flos Chrysanthemi head, 6, steel bushing, 7, the logical steel of sets of brackets on top of the columns
Muscle, 8, special-shaped muscle in axial bracket arm, 9, positive heart melon arch, 10, embedded part, 11,8 and 10 weld seams.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than the embodiment of whole.It is based on
Embodiment in the present invention, it is all other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1～3 are referred to, in the embodiment of the present invention, a kind of angle section concrete sets of brackets on top of the columns structure, including：Single just melon arch 1, just holding high 2,
Take that friendship is noisy high 3, tiltedly hold high 4, Flos Chrysanthemi head 5, steel bushing, 6, special-shaped muscle 8, positive heart melon arch 9, embedded part 10,8 in the logical reinforcing bar 7, axial bracket arm of sets of brackets on top of the columns
With 10 weld seams 11；Just 1 one end of melon arch is installed on inside oblique high 4 the list, and the one end of steel bushing 6 arranges and tiltedly hold high 4；The list just melon
Encircle 1 surface to arrange just high 2 and take friendship noisy high 3, and inside the embedded steel bushing 6 in just high 2 one end；It is described to take friendship noisy high 3 through tiltedly high 4
It is internal；It is described just to hold high 2 one end setting steel bushing 6；The inside of the steel bushing 6 arranges reinforcing bar 7；The one end of the beam column 6 arranges stigma 9,
And the surface of stigma 9 is installed stigma and buries ferrum 10；The reinforcing bar 8 that the inside of the stigma 9 is installed is welded with embedded part 10.
As the optimisation technique scheme of the present invention：
Tiltedly high 4 surfaces are curved-surface structure, and Flos Chrysanthemi head 5 is arranged after tiltedly holding high 4；The steel bushing 6 is cube structure,
And the side of steel bushing 6 arranges two positive heart melon arches 9；One end welding embedded element 10 of the reinforcing bar 8, and the shape of reinforcing bar 8 will make
Shape with 9 is similar.
During present invention construction, concrete corner corbel-bracket set with level is prefabricated then the assembling of flat method based on, be exactly that the rod member of same layer is adopted
Poured with the steel bushing level course internal conflict arches of 12mm and build up an overall band styling member.Figure one is that angle section concrete sets of brackets on top of the columns second layer head is held high
Manufacture shape.This component way, concrete sets of brackets on top of the columns part totally five kinds and steel bushing one in figure one.By the steel of wherein No. 2 two pieces concrete sets of brackets on top of the columns parts
Muscle is welded on the steel bushing of cylindricality, and must beat open-work according to concrete part reinforcement location on steel bushing, from steel bushing by steel bar end plug
Weldering.It is that by depending on regulation size, 45 degree of inclined members of corner corbel-bracket set are from tiltedly sticking up to by high width tiltedly to hold high width due to the second layer
Pattern is incremented by, so 45 degree of inclined member reinforcing bars of different layers will consider the position of structural column longitudinal reinforcement when positioning, it is to avoid bucket
Arch reinforcing bar mutually conflicts with structure longitudinal reinforcement.In prefabricated components, the logical muscle of 45 degree of oblique rod members is meeting the stress steel of structural column
It is determined that the point position of its muscle under the premise of muscle muscle position.No. 4 and 45 degree of inclined members of No. 5 rod members play important in corner corbel-bracket set in figure one
Effect, diagonal is to allow this rod member to play contact entirety and stress function in corner corbel-bracket set using the purpose of logical muscle way.So
Just it is effective to ensure that and control is installed in place, smoothly completes assembly working.
The ultimate principle and principal character and advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel it should be appreciated that the present invention is not restricted to the described embodiments, the simply explanation described in above-described embodiment and description this
The principle of invention, without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications, these changes
Change and improvement is both fallen within scope of the claimed invention.The claimed scope of the invention by appending claims and its
Equivalent thereof.
Claims (5)
1. corner corbel-bracket set structural elements, sticks up, positive heart melon arch (9), plagiocephaly is stuck up, holds high, the positive heart ten thousand encircles, noisy high, single just melon arch of taking friendship
(1) band Flos Chrysanthemi head, locust head after, plagiocephaly is high, take the noisy locust headband Dan Caiwan arches of friendship, holding arms railway carriage or compartment arch, by band six after high separately, choose
Band Folium Cannabis head, small block, center block, connection block, steel bushing etc. after eave beam fastener wood, diagonal brace pollard；It is characterized in that：Described first
Layer, sticks up and is stuck up with positive heart melon arch (9) and plagiocephaly, very scattered because sets of brackets on top of the columns is affected to become individually arch head by corner post, using steel
Set couples together individually arch head, it is ensured that the flatness post of sets of brackets on top of the columns, strictly controls scale error.The second layer, is holding high rear band just
The heart ten thousand encircles, noisy high (3) band Flos Chrysanthemi head (5) after afterwards single just melon arch (1) of band, plagiocephaly are high of taking friendship.Sets of brackets on top of the columns successively choose it is gradually far-reaching, tiltedly
Centre is chosen through corner post in high (4) two ends, and reinforcing bar passes through steel bushing.Third layer locust head, take the noisy locust headband Dan Caiwan arches of friendship,
Arm railway carriage or compartment arch, by band six after high separately and band Folium Cannabis head is all with tiltedly by high diagonal brace after the 4th layer of eave purlin fastener wood, diagonal brace pollard
Pollard is stress.So the logical muscle of inclined member is welded on the steel bushing of cylindricality, other components must be according to the different positions of component
Put and beat open-work, by reinforcing bar plug welding in steel bushing.The logical muscle of all angle sections all should with positioning templet accordingly under logical muscle position.
2. a kind of corner corbel-bracket set structure according to claim 1, it is characterised in that：Just melon arch (1) surface is arranged just the list
High (2) and friendship noisy high (3) is taken, and it is internal just to hold high (2) one end embedded tiltedly high (4)；It is described to take friendship noisy high (3) through oblique high (4)
It is internal；Single just melon arch (1) is installed in described noisy high (3) one end of friendship of taking, and the arch of the positive heart ten thousand (9) is positioned at steel bushing (6) side；It is described tiltedly high
(4) internal setting arrange inside steel bushing (6) and steel bushing (6) tiltedly high (4) perforated rebar；Tiltedly high (4) the middle part setting structure post
Stigma steel bushing is installed at position steel bushing, and structure stigma section；The reinforcing bar of stigma inside installation, outside arch with the positive heart ten thousand are buried
Part is welded.
3. a kind of corner corbel-bracket set structure according to claim 1, it is characterised in that：Described tiltedly high (4) surface is curved-surface structure
And tiltedly high (4) arrange afterwards Flos Chrysanthemi head.
4. a kind of corner corbel-bracket set structure according to claim 1, it is characterised in that：The steel bushing (6) is cube structure, and
And steel bushing (6) side arranges two positive hearts melon arch (9).
5. a kind of corner corbel-bracket set structure according to claim 1, it is characterised in that：Described reinforcing bar (7) one end welding embedded element
(10), and reinforcing bar (7) shape to do positive heart melon arch (9) shape it is similar and make a concession out protective layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610923726.1A CN106567455A (en) | 2016-10-22 | 2016-10-22 | Corner concrete bracket system structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610923726.1A CN106567455A (en) | 2016-10-22 | 2016-10-22 | Corner concrete bracket system structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106567455A true CN106567455A (en) | 2017-04-19 |
Family
ID=58533351
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610923726.1A Pending CN106567455A (en) | 2016-10-22 | 2016-10-22 | Corner concrete bracket system structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106567455A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101417461A (en) * | 2008-09-25 | 2009-04-29 | 陕西省第三建筑工程公司 | Ming dynasty-style building concrete bucket-arch piece pre prefabricated construction technique |
| CN204311664U (en) * | 2014-11-28 | 2015-05-06 | 北京城建亚泰建设集团有限公司 | In building in the style of the ancients, eaves imitates decorated archway shelf sets of brackets on top of the columns structure |
| CN205012544U (en) * | 2015-05-15 | 2016-02-03 | 天津市营宸古建筑工程有限责任公司 | Angle branch of academic or vocational study concrete fill arch structure |
| CN205035994U (en) * | 2015-05-21 | 2016-02-17 | 天津市营宸古建筑工程有限责任公司 | Assembled is risen on one's feet and is passed a sentence concrete fill arch structure |
-
2016
- 2016-10-22 CN CN201610923726.1A patent/CN106567455A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101417461A (en) * | 2008-09-25 | 2009-04-29 | 陕西省第三建筑工程公司 | Ming dynasty-style building concrete bucket-arch piece pre prefabricated construction technique |
| CN204311664U (en) * | 2014-11-28 | 2015-05-06 | 北京城建亚泰建设集团有限公司 | In building in the style of the ancients, eaves imitates decorated archway shelf sets of brackets on top of the columns structure |
| CN205012544U (en) * | 2015-05-15 | 2016-02-03 | 天津市营宸古建筑工程有限责任公司 | Angle branch of academic or vocational study concrete fill arch structure |
| CN205035994U (en) * | 2015-05-21 | 2016-02-17 | 天津市营宸古建筑工程有限责任公司 | Assembled is risen on one's feet and is passed a sentence concrete fill arch structure |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170419 |
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| RJ01 | Rejection of invention patent application after publication |