CN106381960A - Constructional building - Google Patents
Constructional building Download PDFInfo
- Publication number
- CN106381960A CN106381960A CN201610794767.5A CN201610794767A CN106381960A CN 106381960 A CN106381960 A CN 106381960A CN 201610794767 A CN201610794767 A CN 201610794767A CN 106381960 A CN106381960 A CN 106381960A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- steel
- bed die
- prefabricated slab
- plate type
- 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
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
The invention discloses a constructional building. The constructional building comprises a floor unit and a staircase unit, wherein the staircase unit comprises prefabricated plate type staircases and supporting beams supported at two ends of the prefabricated plate type staircases; anchoring parts are fixedly arranged on the supporting beams; anchoring holes are formed in the end parts of the prefabricated plate type staircases in advance; the prefabricated plate type staircases are arranged on the anchoring parts on the supporting beams through the anchoring holes in the two ends in a sleeving manner, and are bonded and fixed by filler; the floor unit comprises a steel bar truss deck; the steel bar truss deck comprises a base form; a plurality of groups of steel bar trusses are arranged on the base form; each steel bar truss comprises a web member steel bar arranged in a wavy manner, and one upper chord steel bar and two lower chord steel bars for supporting the web member steel bar; the end parts of the two lower chord steel bars are fixedly connected by a supporting seat horizontal steel bar. The constructional building disclosed by the invention has the advantages of light dead weight, high strength and heat insulation; the staircase unit is formed by prefabricating and then assembling, and is simple and convenient in operation.
Description
Technical field
The invention belongs to construction engineering technical field is and in particular to a kind of assembled-type house.
Background technology
Current house is mainly the house of brick mix structure and reinforced concrete structure, the building of two kinds of construction methods all presence
If the problems such as cycle length, quantities are big, effect on environment is big, and the amount of labour used is big, the problems such as cost of labor is high.On solving
State problem, there has been proposed the house of full steel structure, presently mainly more used in Factory Building, house is fewer, by adopting steel
The fixing mode of structure welding, can effectively improve the building construction cycle, but, the house of steel construction, high cost, and weld
When location difficulty, and house breaking is difficult.
Content of the invention
It is an object of the invention to：For problem present in existing dwelling construction, provide a kind of assembled-type house, building
Layer unit pours light ceramsite concrete using steel bar truss floor support plate and forms, high from heavy and light, intensity, insulation, and stairway unit is adopted
With assembling after prefabricated, simple to operate and convenient.
To achieve these goals, the technical solution used in the present invention is：
A kind of assembled-type house, including floor unit and stairway unit；
Described stairway unit includes Prefabricated slab type stair, and is supported on the support beam at Prefabricated slab type stair two ends, institute
Anchoring piece is fixedly installed on the support beam stated, the end of Prefabricated slab type stair is preset with anchor hole, and Prefabricated slab type stair pass through
The anchor hole at two ends is set on the anchoring piece in support beam, and is adhesively fixed by implant；
Described floor unit includes steel bar truss floor support plate, and steel bar truss floor support plate includes bed die, and bed die is provided with
Some groups of steel bar girders, described steel bar girder includes the web member reinforcing bar of undulate setting, and supports described web member reinforcing bar
Wind up reinforcing bar and two lower edge reinforcing bars, the end of two lower edge reinforcing bars is fixedly connected by bearing horizontal reinforcement, winds up
It is fixedly connected by bearing vertical reinforcement between the end of reinforcing bar and bearing horizontal reinforcement；Bed die is connected to below steel bar girder.
Preferably, it is connected using being welded and fixed between described bed die and steel bar girder or connected by fastener.
Preferably, described support beam is steel beam, and steel beam is welded with described anchoring piece.
Due to employing technique scheme, the invention has the beneficial effects as follows：
The assembled-type house of the present invention, floor unit pours light ceramsite concrete using steel bar truss floor support plate and forms,
High from heavy and light, intensity, insulation, using being welded and fixed or fastener is connected between the bed die of steel bar truss floor support plate and truss, can root
Select to use according to being actually needed；Stairway unit, using integral prefabricated, is then assembled between floor unit, simple to operate and square
Just.
Brief description
Fig. 1 is the structural representation with stairway unit for the floor unit of the present invention.
Fig. 2 is the A portion enlarged drawing of Fig. 1.
Fig. 3 is the steel bar girder structural representation of the present invention.
Reference：1- steel bar truss floor support plate, 2- Prefabricated slab type stair, 3- support beam, 4- anchoring piece, 5- implant；
111- bed die, 121- winds up reinforcing bar, 122- bearing horizontal reinforcement, 123- bearing vertical reinforcement, 124- web member reinforcing bar,
125- lower edge reinforcing bar；
201- anchor hole；
Specific embodiment
Reference picture 1-3, the assembled-type house of the present invention, including floor unit and stairway unit.
Stairway unit includes Prefabricated slab type stair 2, and is supported on the support beam 3 at Prefabricated slab type stair 2 two ends, described
Anchoring piece 4 is fixedly installed on support beam 3, the end of Prefabricated slab type stair 2 is preset with anchor hole 201, Prefabricated slab type stair 2 lead to
The anchor hole 201 crossing two ends is set on the anchoring piece 4 in support beam 3, and is adhesively fixed by implant 5.Described filling
Thing 5 adopts high-strength mixture filling, such as concrete.
When described support beam 3 is steel beam, steel beam is welded with described anchoring piece 4.Support beam 3 sets
After having put anchoring piece 4, Prefabricated slab type stair 2 that industrialization is fabricated to can be directly mounted at floor unit and floor unit it
Between, it is inserted on the anchoring piece 4 of support beam 3 by anchor hole 201, is subsequently filled and is fixed into implant 5, that is, complete stair list
The installation of unit is fixed, simple to operate, is connected firmly.
Floor unit includes steel bar truss floor support plate 1, and steel bar truss floor support plate 1 includes bed die 111, and bed die 111 is arranged
There are some groups of steel bar girders, described steel bar girder includes the web member reinforcing bar 124 of undulate setting, and support described web member
One of reinforcing bar 124 winds up reinforcing bar 121 and two lower edge reinforcing bars 125, and the horizontal steel of bearing is passed through in the end of two lower edge reinforcing bars 125
Muscle 122 is fixedly connected, and passes through bearing vertical reinforcement 123 fixing even between the end of the reinforcing bar 121 that winds up and bearing horizontal reinforcement 122
Connect；Bed die 111 is connected to below steel bar girder.
It is connected using being welded and fixed between bed die 111 and steel bar girder or connected by fastener.As needed, if protected
Keep on file mould 111, then between bed die 111 and steel bar girder just can method using being welded and fixed, pouring haydite concrete
Afterwards, bed die 111 need not be removed, that is, form described floor unit.Disassemble bed die 111 if necessary, convenient finishing, at this moment bottom
Then it is connected using fastener between mould 111 and steel bar girder, then after having poured haydite concrete, after band concrete solidifies completely, lead to
Cross and take off fastener, you can remove bed die 111, simple to operate and convenient.
Claims (3)
1. a kind of assembled-type house is it is characterised in that include floor unit and stairway unit；
Described stairway unit includes Prefabricated slab type stair (2), and the support beam being supported on Prefabricated slab type stair (2) two ends
(3), described support beam (3) is fixedly installed anchoring piece (4), the end of Prefabricated slab type stair (2) is preset with anchor hole
(201), Prefabricated slab type stair (2) are set on the anchoring piece (4) in support beam (3) by the anchor hole (201) at two ends, and lead to
Cross implant (5) to be adhesively fixed；
Described floor unit includes steel bar truss floor support plate (1), and steel bar truss floor support plate (1) includes bed die (111), bed die
(111) it is provided with some groups of steel bar girders on, described steel bar girder includes the web member reinforcing bar (124) of undulate setting, with
And support a reinforcing bar that winds up (121) of described web member reinforcing bar (124) and two lower edge reinforcing bars (125), two lower edge reinforcing bars
(125) end is fixedly connected by bearing horizontal reinforcement (122), the end of the reinforcing bar that winds up (121) and bearing horizontal reinforcement
(122) it is fixedly connected by bearing vertical reinforcement (123) between；Bed die (111) is connected to below steel bar girder.
2. assembled-type house according to claim 1 is it is characterised in that described bed die (111) is and steel bar girder between
Connected using being welded and fixed or connected by fastener.
3. assembled-type house according to claim 1 is it is characterised in that described support beam (3) is steel beam, steel beam
On be welded with described anchoring piece (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610794767.5A CN106381960A (en) | 2016-08-31 | 2016-08-31 | Constructional building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610794767.5A CN106381960A (en) | 2016-08-31 | 2016-08-31 | Constructional building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106381960A true CN106381960A (en) | 2017-02-08 |
Family
ID=57937863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610794767.5A Pending CN106381960A (en) | 2016-08-31 | 2016-08-31 | Constructional building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106381960A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930484A (en) * | 2017-03-15 | 2017-07-07 | 中建三局第建设工程有限责任公司 | For the full precast stairway system and construction method of prefabricated concrete structure |
| CN113279529A (en) * | 2021-06-28 | 2021-08-20 | 北京城建集团有限责任公司 | Large-span disassembly-free ladder structure based on steel bar truss floor support plate and construction method thereof |
Citations (10)
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|---|---|---|---|---|
| KR20060133289A (en) * | 2005-06-20 | 2006-12-26 | 대명건영(주) | Steel-frame stair structure and its construction method |
| CN102296837A (en) * | 2011-07-13 | 2011-12-28 | 有利华建筑预制件有限公司 | Multistoried building with prefabricated members and semi-prefabricating construction method of multistoried building |
| CN202689397U (en) * | 2012-07-19 | 2013-01-23 | 项谱成 | External-hang stone external corner structure |
| CN103821289A (en) * | 2014-03-20 | 2014-05-28 | 天津住宅集团建设工程总承包有限公司 | Connection and installation construction method for earthquake collision and damage preventing on support of prefabricated stair |
| CN203834827U (en) * | 2014-04-15 | 2014-09-17 | 河北合创建筑节能科技有限责任公司 | Prefabricated concrete stair and steel beam connecting structure |
| CN104164952A (en) * | 2014-07-23 | 2014-11-26 | 南京长江都市建筑设计股份有限公司 | Hinge joint connecting structure of novel prefabricated shear stairway |
| CN204662739U (en) * | 2015-05-29 | 2015-09-23 | 成都绿建科技有限公司 | A kind of steel bar truss floor support plate and light-steel light-concrete combining structure |
| CN204920040U (en) * | 2015-05-07 | 2015-12-30 | 中建钢构有限公司 | Precast concrete stair and steel construction connecting device |
| CN205077687U (en) * | 2015-10-29 | 2016-03-09 | 中冶建工集团有限公司 | Steel bar truss floor bearing plate |
| CN205135244U (en) * | 2015-11-26 | 2016-04-06 | 文登蓝岛建筑工程有限公司 | Take groove -type embedded part's prefabricated window board |
-
2016
- 2016-08-31 CN CN201610794767.5A patent/CN106381960A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060133289A (en) * | 2005-06-20 | 2006-12-26 | 대명건영(주) | Steel-frame stair structure and its construction method |
| CN102296837A (en) * | 2011-07-13 | 2011-12-28 | 有利华建筑预制件有限公司 | Multistoried building with prefabricated members and semi-prefabricating construction method of multistoried building |
| CN202689397U (en) * | 2012-07-19 | 2013-01-23 | 项谱成 | External-hang stone external corner structure |
| CN103821289A (en) * | 2014-03-20 | 2014-05-28 | 天津住宅集团建设工程总承包有限公司 | Connection and installation construction method for earthquake collision and damage preventing on support of prefabricated stair |
| CN203834827U (en) * | 2014-04-15 | 2014-09-17 | 河北合创建筑节能科技有限责任公司 | Prefabricated concrete stair and steel beam connecting structure |
| CN104164952A (en) * | 2014-07-23 | 2014-11-26 | 南京长江都市建筑设计股份有限公司 | Hinge joint connecting structure of novel prefabricated shear stairway |
| CN204920040U (en) * | 2015-05-07 | 2015-12-30 | 中建钢构有限公司 | Precast concrete stair and steel construction connecting device |
| CN204662739U (en) * | 2015-05-29 | 2015-09-23 | 成都绿建科技有限公司 | A kind of steel bar truss floor support plate and light-steel light-concrete combining structure |
| CN205077687U (en) * | 2015-10-29 | 2016-03-09 | 中冶建工集团有限公司 | Steel bar truss floor bearing plate |
| CN205135244U (en) * | 2015-11-26 | 2016-04-06 | 文登蓝岛建筑工程有限公司 | Take groove -type embedded part's prefabricated window board |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930484A (en) * | 2017-03-15 | 2017-07-07 | 中建三局第建设工程有限责任公司 | For the full precast stairway system and construction method of prefabricated concrete structure |
| CN113279529A (en) * | 2021-06-28 | 2021-08-20 | 北京城建集团有限责任公司 | Large-span disassembly-free ladder structure based on steel bar truss floor support plate and construction method thereof |
| CN113279529B (en) * | 2021-06-28 | 2023-09-29 | 北京城建集团有限责任公司 | Large-span disassembly-free ladder structure based on steel bar truss floor support plate and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170208 |