CN102852222A - Block type steel combination building structure - Google Patents
Block type steel combination building structure Download PDFInfo
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- CN102852222A CN102852222A CN 201110180273 CN201110180273A CN102852222A CN 102852222 A CN102852222 A CN 102852222A CN 201110180273 CN201110180273 CN 201110180273 CN 201110180273 A CN201110180273 A CN 201110180273A CN 102852222 A CN102852222 A CN 102852222A
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Abstract
The invention discloses a block type steel combination building structure and belongs to the field of industrial and civil buildings. The building structure comprises profiled steel beams, posts, profiled steel sheet arches, block arches and leveling courses, wherein the profiled steel beams and the posts are connected in a single frame mode, a plurality of frames are arranged in parallel, all frames are connected through the profiled steel sheet arches and the block arches which are stacked on the profiled steel sheet arches closely at interlayer positions, and the leveling courses are arranged on the upper portions of the block arches. The profiled steel beams are I-beams or welded H-beams, and posts consist of blocks, embedded posts, angle steel, hollow concrete blocks, slurry and steel plates. Two end portions of the profiled steel sheet arches are fixedly connected with lower flange portions of the profiled steel beams, and concrete blocks or waterproof gypsum blocks are processed and spliced to form the block arches. The structure is environment-friendly, light in weight, capable of being prefabricated and low in comprehensive cost. The system can be widely applied to various industrial and civil buildings.
Description
One technical field
What the present invention relates to is a kind of new structure in industry and civilian construction field, particularly a kind of mainly based on the Combined building structure of building block, section steel material.
Two background technologies
There is at present the various structures form in industry and civilian construction, to obtain to use such as brick mix structure, reinforced concrete frame structure, reinforced concrete shear wall structure, lightweight steel construction, reinforced concrete composite structure, encased structures etc.The safety of these form of structure, applicability have been passed through the check of practice, technical comparative maturity substantially.But consider the present situation of energy crisis, ecological deterioration, from the needs of sustainable development, also be necessary further to research and develop the form of structure of more energy-conserving and environment-protective.The advantages such as it should be noted that building block has can be prefabricated, processing is flexible have obtained a wide range of applications in industry and civilian construction, and concrete block and gypsum block are all more common.But generally all be that they are used for wall body structure traditionally, for example, patent " the high clear-water concrete small-sized hollow building block of 90mm reinforced masonry structure " (201020275420.8) as body of wall, has just been strengthened globality and the safety of body of wall with building block by arrangement of reinforcement.People had expanded the application of building block gradually afterwards, for example patent " a kind of structural system of concrete building block post " (201020244925.8) is used for consisting of pillar with building block, then form structural system with other member, (89107448) are used for floor with building block to patent " with outstanding arched floor and the arch floorslab block method that is built into of concrete block ", but these schemes still are confined to building block is used for Local Members.Patent " reinforcing bars building block reinforced concrete structure and shock insulation thereof, shock absorption system " (201020201669.4) is although be applied to building block among the members such as pillar, beam, one-way slabs, shear wall and can have formed structural system, but need again cast-in-situ concrete in each member, construction is complicated.
Three summary of the invention
The object of the invention is to overcome deficiency of the prior art, provide a kind of with building block and shaped steel combine, form of structure rationally, building block shaped steel combination formula building structure with energy-conserving and environment-protective characteristic.
Structure of the present invention comprises section steel beam, pillar, profiled sheet arch, building block arch, leveling layer.Section steel beam connects with the form of pillar by single Pin framework, and many Pin framework is arranged in parallel, and then encircles to connect each Pin framework in the interlayer position by profiled sheet arch and the superimposed building block on it of being connected, and top is encircleed in each building block leveling layer.
Described section steel beam, the beam of making for i iron or welded H section steel.
Described pillar comprises interior building block, embedded bar, angle steel, hollow concrete building block, steel plate and slurry.The plane cross section of interior building block is shaped as rectangle, material is water-proof plaster or concrete, embedded bar in the horizontal direction of layout that vertically whenever keeps at a certain distance away, these embedded bars run through the interior building block at place, and respectively stretch out a bit of in two ends of interior building block, simultaneously the certain horizontal direction in every interval is apart from arranging a vertical embedded bar, and the embedded bar that connects each horizontal direction is netted to form.Four high equal interior building blocks are arranged by four limits of rectangle, then respectively arrange an angle steel contour with it in four bights, carry out fixed in the place that contacts angle steel and the embedded bar of each level overhanging section.In the outside of these parts, also need to put the building block of multilayer hollow concrete, the overall height of building block layer is identical with pillar.A block plate is respectively arranged in top and bottom in interior building block, and the size of top steel plate is slightly less than pillar outside dimension, and the size of bottom steel plate is identical with the pillar outside dimension.Steel plate wherein in one side and the post each angle steel on contact surface, undertaken fixedly by modes such as welding, the interior edge of a wing of another side and corresponding section steel beam is undertaken fixed by modes such as welding.The full slurry of perfusion between the external surface of last building block in each and the inner surface of hollow concrete building block.
Described embedded bar is the slender rod piece of steel, such as reinforcing bar, angle steel, steel pipe, channel-section steel etc.
Described slurry is cement mortar, light weight concrete construction slurry or calcium plaster.
Described profiled sheet arch is made by profiled sheet, and external surface can carry out zinc-plated processing to strengthen durability, and the bottom flange part of both ends and section steel beam realizes fixed by modes such as welding.
Described building block arch by concrete block or the water-proof plaster block arcuation that is spliced, is smeared cementing agent on the interface of each building block.As adopt the open-core type concrete block, can be in the building block of cavity filler plaster.
Described leveling layer is spliced after processing by concrete block or water-proof plaster block, smears cementing agent on the interface of each building block, is arranged in the top of building block arch and forms the plane.
In this structure, pillar is the open-core type structure, and the angle steel in four bights plays main carrying effect, and the intensity of interior building block and slurry is done deposit, and angle steel is wrapped up by slurry and obtained effective protection, has substantially solved the antirust problem of preventing fires.The hollow concrete building block is the lifting plate effect when the perfusion slurry, also can play during use the effect of topping simultaneously.The size of top steel plate is more smaller than pillar outside dimension, thereby the passage of a perfusion slurry can be provided.Except slurry, the remaining part of pillar all can be prefabricated in advance, then carries out at the scene rapid-assembling.The web of section steel beam directly contacts with the end of building block arch, helps to keep stable.Profiled sheet arch and building block are encircleed close contact but are not considered the two collaborative work effect.Template when profiled sheet arch can be used as processing building block arch also can play the effect of seeping water of preventing in structure between the operating period, its intensity plays the safety stock effect, and can strengthen integrally-built ductility.Profiled sheet arch and building block arch also can be in advance integral prefabricated good, are connected with section steel beam to on-the-spot again.
The materials such as concrete block, gypsum block, shaped steel have mainly been adopted among the present invention, the material that all belongs to comparatively energy-conserving and environment-protective, especially gypsum material has thermal and insulating performance excellence, the prominent features such as pollution-free, so that overall structure has some superiority aspect energy-conserving and environment-protective.In addition the present invention also have deadweight light, can be prefabricated, the advantage such as integrated cost is low, be widely used in multiple industry and civilian construction, technical meaning and social benefit are obvious.
Four description of drawings
Accompanying drawing 1 is the pillar horizontal direction generalized section of building block shaped steel combination formula building structure.
Accompanying drawing 3 is the floor map of building block shaped steel combination formula building structure.
Accompanying drawing 4 is the elevational schematic view of building block shaped steel combination formula building structure.
Five specific embodiment
The below elaborates to embodiments of the invention: present embodiment is implemented under take technical solution of the present invention as prerequisite, has provided detailed embodiment and process, but protection scope of the present invention is not limited to following embodiment.
At first respectively section steel beam 1, pillar 2, profiled sheet arch 3, building block arch 4 are carried out force analysis, obtain the force-bearing situation at each position, and then select respectively material type and the thin section size of suitable angle steel 5, interior building block 6, the embedded bar 7 of level, vertical embedded bar 8, steel plate 9, slurry 10, hollow concrete building block 11, profiled sheet.Section steel beam 1 is not necessarily identical with material type with angle steel 5 sizes in the pillar 2.
To pillar 2 parts, process first interior building block 6: vertically whenever keep at a certain distance away arrange the embedded bar 7 of level arranged, run through the building block 6 at place, and respectively stretch out a bit of in 6 two ends of building block, whenever keep at a certain distance away in the horizontal direction simultaneously and arrange a vertical embedded bar 8, it is netted to connect the embedded bar 7 rear formation of each level.Four interior building blocks 6 are arranged by four limits of rectangle at same horizontal plane, then respectively arrange an angle steel 5 contour with interior building block 6 in four bights of rectangle, vertically fixed with the contacted local mode such as welding that adopts of angle steel 5 with overhanging section of the embedded bar 7 of each level respectively.Then multilayer hollow concrete building block 11 on the outer cover of these parts, the overall height of building block layer is identical with pillar 2.A block plate 9 is respectively arranged in top and bottom in interior building block 6, and the size of top steel plate 9 is slightly less than pillar 2 outside dimensions, and the size of bottom steel plate 9 is identical with pillar 2 outside dimensions.Steel plate 9 wherein in one side and the post each angle steel 5 on contact surface, undertaken fixedly by modes such as welding, another side and the corresponding section steel beam 1 interior edge of a wing is undertaken fixed by modes such as welding.Fill slurry 10 between the external surface of last building block 6 in each and the inner surface of hollow concrete building block 11.The horizontal direction generalized section of pillar 2 as shown in Figure 1, the vertical cross section schematic diagram is as shown in Figure 2.
Profiled sheet arch 3 is made in the profiled sheet bending, concrete block or water-proof plaster block are spliced into building block arch 4 after processing.Leveling layer 12 is arranged at arch ring top, is spliced after processing by concrete block or water-proof plaster block, so that the plane is formed at arch ring top.Smear cementing agent on the interface of each building block.
The form that a plurality of section steel beams 1 are connected with pillar by single Pin framework connects, then be connected 4 with building block by profiled sheet arch 3 and connect each Pin framework in each interlayer position, profiled sheet arch 3 is undertaken fixed in the bottom flange part of both ends and contacted section steel beam 1 by welding or bolt mode, building block arch 4 covers on the profiled sheet arch 3, is connected with the web part close contact of section steel beam 1 and by cementing agent at both ends.Arrange leveling layer 12 above the building block arch 4.
The final overall structure plan view that forms as shown in Figure 3, elevation is as shown in Figure 4.
Claims (8)
1. building block shaped steel combination formula building structure, it is characterized in that, structure comprises section steel beam, pillar, profiled sheet arch, building block arch, leveling layer, section steel beam connects with the form of pillar by single Pin framework, many Pin framework is arranged in parallel, then encircle to connect each Pin framework in the interlayer position by profiled sheet arch and the superimposed building block on it of being connected, top is encircleed in each building block leveling layer.
2. building block shaped steel combination formula as claimed in claim 1 building structure is characterized in that, described section steel beam, the beam of making for i iron or welded H section steel.
3. building block shaped steel combination formula as claimed in claim 1 building structure, it is characterized in that, described pillar, comprise interior building block, embedded bar, angle steel, the hollow concrete building block, steel plate and slurry, the plane cross section of interior building block is shaped as rectangle, material is water-proof plaster or concrete, embedded bar in the horizontal direction of layout that vertically whenever keeps at a certain distance away, these embedded bars run through the interior building block at place, and respectively stretch out a bit of in two ends of interior building block, simultaneously the certain horizontal direction in every interval is apart from arranging a vertical embedded bar, the embedded bar that connects each horizontal direction is netted to form, then four interior building blocks that highly equate are arranged by four limits of rectangle, respectively arrange an angle steel contour with it in four bights, overhanging section with angle steel and the embedded bar of each level is carried out fixed in the place that contacts, further, also need to put the building block of multilayer hollow concrete in the outside of these parts, the overall height of building block layer is identical with pillar, a block plate is respectively arranged in top and bottom in interior building block, the size of top steel plate is slightly less than pillar outside dimension, the size of bottom steel plate is identical with the pillar outside dimension, steel plate wherein the one side with post in each angle steel on contact surface, undertaken fixed by modes such as welding, the edge of a wing in another side and the corresponding section steel beam is undertaken fixed by modes such as welding, the full slurry of perfusion between the external surface of last building block in each and the inner surface of hollow concrete building block.
4. such as claim 1 or 3 described building block shaped steel combination formula building structure, it is characterized in that described slurry is cement mortar, light weight concrete construction slurry or calcium plaster.
5. building block shaped steel combination formula as claimed in claim 1 building structure, it is characterized in that described profiled sheet arch is made by profiled sheet, external surface can carry out zinc-plated processing to strengthen durability, and the bottom flange part of both ends and section steel beam realizes fixed by modes such as welding.
6. building block shaped steel combination formula as claimed in claim 1 building structure is characterized in that, described building block arch by concrete block or the water-proof plaster block arcuation that is spliced, is smeared cementing agent on the interface of each building block.
7. such as claim 1 or 6 described building block shaped steel combination formula building structure, it is characterized in that, described building block arch, if adopt the open-core type concrete block to make, can be in the building block of cavity filler plaster.
8. building block shaped steel combination formula as claimed in claim 1 building structure, it is characterized in that described leveling layer is spliced after processing by concrete block or water-proof plaster block, smear cementing agent on the interface of each building block, be arranged in the top of building block arch and form the plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110180273 CN102852222A (en) | 2011-06-29 | 2011-06-29 | Block type steel combination building structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110180273 CN102852222A (en) | 2011-06-29 | 2011-06-29 | Block type steel combination building structure |
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| CN102852222A true CN102852222A (en) | 2013-01-02 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100031A (en) * | 2013-04-02 | 2014-10-15 | 山东建筑大学 | Gypsum and concrete combination type floor system |
| CN104563351A (en) * | 2013-10-29 | 2015-04-29 | 山东建筑大学 | Floor system combined by building block flat arches |
| CN110725463A (en) * | 2019-07-08 | 2020-01-24 | 河北天振工程技术有限公司 | Arc-arch-shaped spliced building block and construction method thereof |
-
2011
- 2011-06-29 CN CN 201110180273 patent/CN102852222A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100031A (en) * | 2013-04-02 | 2014-10-15 | 山东建筑大学 | Gypsum and concrete combination type floor system |
| CN104563351A (en) * | 2013-10-29 | 2015-04-29 | 山东建筑大学 | Floor system combined by building block flat arches |
| CN110725463A (en) * | 2019-07-08 | 2020-01-24 | 河北天振工程技术有限公司 | Arc-arch-shaped spliced building block and construction method thereof |
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Application publication date: 20130102 |