CN110145133A - A kind of assembled one off houses - Google Patents
A kind of assembled one off houses Download PDFInfo
- Publication number
- CN110145133A CN110145133A CN201910498760.2A CN201910498760A CN110145133A CN 110145133 A CN110145133 A CN 110145133A CN 201910498760 A CN201910498760 A CN 201910498760A CN 110145133 A CN110145133 A CN 110145133A
- Authority
- CN
- China
- Prior art keywords
- wall
- embedded
- houses
- floor
- steel slab
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 238000003466 welding Methods 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000005336 cracking Methods 0.000 claims description 8
- 238000003032 molecular docking Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005538 encapsulation Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000005488 sandblasting Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of assembled one off houses.This one off houses includes terrace, horizontal floor and vertical wall, is equipped with reinforcing bar inside terrace, floor and wall, terrace, floor and wall define the space of one off houses；Pre-embedded bolt is equipped in terrace, upper pre-embedded steel slab is equipped at the top of wall, bottom is equipped with lower pre-embedded steel slab, the pre-embedded bolt of terrace tightens fixation through lower pre-embedded steel slab and by screwing in nut, floor is equipped with the first embedded sleeve barrel, and the bolt that upper pre-embedded steel slab penetrates is screwed into the internal screw thread of the first embedded sleeve barrel fixed.The present invention by using absolutely dry connection fabricated construction, the main close spelling of connection by between floor, wall guarantees the good globality in house, connection effect is reliable, connection structure assembly and disassembly are all very convenient, be conducive to produce, accelerate construction efficiency, while easy to disassemble, it can reuse, economize on resources.
Description
Technical field
The present invention relates to Building technology more particularly to a kind of assembled one off houses.
Background technique
For each company, garden, building-site etc., small building and part temporary bottom layer are built since its is provisional
Traditional board house or container, such as room security, guard house, dining room etc. are mostly used, but the storages such as monitoring room are run large-scale
The function room of precision instrument, it is higher to the use function of building, it needs using concrete structure.Currently used cast-in-place structural
And prefabricated concrete structure wallboard mostly uses wet connection connection type, and speed of application is slow, and later period disassembly is difficult, and it is at high cost,
It is unfavorable for resource recycling, has much room for improvement.
Summary of the invention
It is an object of the invention to overcome the shortcomings of existing technologies, and a kind of assembled for capableing of rapid-assembling/disassembling is provided and is faced
When house.
To achieve the above object, the invention adopts the following technical scheme: a kind of assembled one off houses comprising terrace,
Horizontal floor and vertical wall is equipped with reinforcing bar inside terrace, floor and wall, and terrace, floor and wall, which define, to be faced
When house space；It is equipped with pre-embedded bolt in terrace, upper pre-embedded steel slab is equipped at the top of wall, bottom is equipped with lower pre-embedded steel slab, ground
The pre-embedded bolt on level ground tightens fixation through lower pre-embedded steel slab and by screwing in nut, and floor is equipped with the first embedded sleeve barrel, upper pre-
It buries the bolt that steel plate penetrates and is screwed into fixation in the internal screw thread of the first embedded sleeve barrel.
Further, pre-embedded bolt is fixedly connected with the reinforcement welding in terrace.
Further, upper pre-embedded steel slab, lower pre-embedded steel slab are connected with the intracorporal reinforcement welding of wall.
Further, it being provided with cracking resistance muscle at intracorporal four interior angles of wall, cracking resistance muscle is connected with the intracorporal reinforcement welding of wall,
Cracking resistance muscle and wall side wall are in 45 degree of angles.
Further, wall is open equipped with forms, is respectively equipped with reinforcing rib at forms opening exterior angle in wall, reinforces
Reinforcement welding in muscle and wall, and reinforcing rib and the side wall of forms opening are in 45 degree of angles.
Further, floor is being equipped with antiarch riser with the adjacent floor deck place of docking, and antiarch riser is upwardly extended from floor court,
Antiarch riser and floor junction are equipped with the second embedded sleeve barrel, and the antiarch riser of adjacent floor deck is connected by least one piece of backing plate,
The second embedded sleeve barrel of the antiarch riser of adjacent floor deck is bolted in backing plate respectively.
Further, it is connected between adjacent floor deck antiarch riser at least through position at two, every place position is pre- by second
It buries sleeve and backing plate is realized and is connected.
Further, it if wall depth-width ratio is greater than 1.5, is connected between the wall and neighboring walls by node structure,
Node structure is included in the intracorporal third embedded sleeve barrel of wall and the third of neighboring walls is bolted in connecting plate, connecting plate respectively
Embedded sleeve barrel.
Further, wall is equipped with the lower recessing groove for stepping down for pre-embedded bolt on the position of lower pre-embedded steel slab；Wall
Body is equipped with the upper recessing groove for stepping down for installation bolt on the position of upper pre-embedded steel slab.
Further, there are the pieces for being not more than 10mm between neighboring walls, and there are be not more than 15mm between adjacent floor deck
Piece.
Compared with the prior art, the invention has the advantages that: it is main logical by using the fabricated construction of absolutely dry connection
The close spelling of connection crossed between floor, wall guarantees the good globality in house, and connection effect is reliable, and connection structure assembly and disassembly are all very square
Just, be conducive to produce, accelerate construction efficiency, while easy to disassemble, can reuse, economize on resources.
Detailed description of the invention
Fig. 1 is one off houses structural schematic diagram of the present invention.
Fig. 2 is region A enlarged view in Fig. 1.
Fig. 3 is region B enlarged view in Fig. 1.
Fig. 4 is one off houses floor splicing construction schematic diagram of the present invention.
Fig. 5 connection structure schematic elevation view between one off houses adjacent floor deck of the present invention.
Fig. 6 connection structure elevational schematic view between one off houses adjacent floor deck of the present invention.
Fig. 7 is one off houses wall schematic diagram of internal structure of the present invention.
It should be noted that being to adapt to drawing size and view to understand and carried out appropriate with product shown in top view
It reduces/enlarges, product size shown in view is not limited.
Specific embodiment
In order to more fully understand technology contents of the invention, technical solution of the present invention is made combined with specific embodiments below
It is further described and illustrates.
The one off houses specific structure of the embodiment of the present invention is as shown in figs. 1-7.
As shown in Figure 1, one off houses includes terrace 10, horizontal floor 30 and vertical wall 20, terrace 10, floor 30
The space of one off houses is defined with wall 20.It is embedded with reinforcing bar inside terrace 10, while being equipped with and reinforcement welding in terrace 10
Pre-embedded bolt 11, for pre-embedded bolt 11 as shown in Fig. 2, pre-embedded bolt 11 is in L font and uses high-strength bolt, pre-embedded bolt 11 is prominent
Part for terrace 10 has external screw thread.20 bottom of wall be equipped with thickness be not less than 18mm lower pre-embedded steel slab 22, under it is pre-buried
Steel plate 22 is fixedly connected by welding the reinforcing bar in wall 20.Wall 20 is equipped on the position of lower pre-embedded steel slab 22 for being pre-
The lower recessing groove 21 for burying the resigning of bolt 11 that is to say that pre-embedded bolt 11 is placed in lower recessing groove 21 after lower pre-embedded steel slab 22
In, it is then inserted in nut 23 and gasket (not showing in Fig. 1), nut 23 is tightened pre-embedded bolt 11 and lower pre-embedded steel slab 22 is connected
Get up.When actually building, pre-embedded steel slab 22, pre-embedded bolt under being at least arranged at two between each face wall body 20 and terrace 10
11, nut 23 both guarantees bonding strength.There are the piece for being not more than 10mm between neighboring walls 20, allows to install in a small amount and miss
Difference, later period do encapsulation process by the way of filling PE stick, weather proofing sealant.The most narrow spacing of lower recessing groove 21 and 20 outside of wall
From should be greater than 20cm.
In addition, semicircle is arranged in two sides as shown in Figure 1, floor 30 looks for slope to drain along the short side side of the roofing entirety of formation
Connected in star item 39, effect are that the water on floor 30 is avoided to flow on wall 20 by lower surface, improve 20 waterproof of wall.
Wall 20 is shear wall in the present embodiment.As shown in Figure 1,3, upper pre-embedded steel slab 25 is equipped at the top of wall 20, it is upper pre-
Bury the reinforcing bar that steel plate 25 is fixedly connected by welding in wall 20.Accordingly, floor 30 be equipped with the first embedded sleeve barrel 31, first
Reinforcement welding in embedded sleeve barrel 31 and floor 30, the first embedded sleeve barrel 31 are realized and upper pre-embedded steel slab 25 for screwing in bolt 26
Connection.Bolt 26 uses high-strength bolt.Wall 20 is equipped with for allowing for installation bolt 26 on the position of upper pre-embedded steel slab 25
The upper recessing groove 24 of position, 26 head of bolt are placed in recessing groove 24, and the bar portion of bolt 26 through upper pre-embedded steel slab 25 and is screwed into
In the internal screw thread of first embedded sleeve barrel 31, gasket should be accompanied between bolt 26 and upper pre-embedded steel slab 25.First embedded sleeve barrel 31
Depth should be greater than 26 bar portion screw-in length of bolt to guarantee to be formed good frictional force.When actually building, each face wall body 20
Pre-embedded steel slab 25 and the first embedded sleeve barrel 31 both guarantee bonding strength on being at least arranged at two between floor 30.Upper resigning
The minimum range in 20 outside of slot 24 and wall should be greater than 20cm.In addition, wall 20 in lay pipeline when, need to production when Ying Tiqian
Preheating embedding line, pipeline should avoid recessing groove 24 and lower recessing groove 21.The surface of all built-in fittings should be made zinc-plated in wall 20
Processing.In process of production, if discovery 20 reinforcing bar of wall and any built-in fitting generating means are interfered, it should preferentially guarantee built-in fitting
The reinforcing bar of status requirement, wall 20 can suitably move its position.Wall 20 production when parallel misalignment be not preferably greater than ±
5mm。
As shown in figure 4, floor 30 is being equipped with antiarch riser 32 with 30 place of docking of adjacent floor deck, antiarch riser 32 is from floor 30
Court upwardly extends.As shown in Figure 5,6, antiarch riser 32 and 30 junction of floor are equipped with the second embedded sleeve barrel 312, the second pre-buried set
Cylinder 312 and the reinforcement welding in floor 30.Two the second embedded sleeve barrels 312 partner, and will by one piece of pre-embedded steel slab 321
Two the second embedded sleeve barrels 312 link together.A pair can be also provided on the corresponding position of 30 antiarch riser 32 of adjacent floor deck
Second embedded sleeve barrel 312 and pre-embedded steel slab 321,30 antiarch riser 32 of adjacent floor deck are connected by backing plate 33, be that is to say, often
A second embedded sleeve barrel 312 is screwed into a bolt 34, and bolt 34 runs through backing plate 33 and pre-embedded steel slab 321, bolt 34 and backing plate 33
Between accompany gasket 35.Each backing plate 33 is penetrated there are four bolt 34.Second embedded sleeve barrel 312, pre-embedded steel slab 321, bolt 34,
Backing plate 33 constitutes floor connection structure, passes through floor connection structure realization at least two between adjacent floor deck 30 and is connected.It is adjacent
A small amount of installation errors are allowed, the later period does waterproof there are the piece for being not more than 15mm (i.e. between antiarch riser 32) between floor 30
Processing.
As shown in fig. 7, there is the reinforcing bar 27 being criss-cross arranged in wall 20.When upper recessing groove 24, lower recessing groove 21 and wall
When being closer of 20 outside of body, should be provided with the cracking resistance muscle 28 that diameter is not less than 12mm at four interior angles in wall 20, resist
It splits muscle 28 to be weldingly connected with the reinforcing bar 27 in wall 20, cracking resistance muscle 28 and 20 side wall of wall are in 45 degree of angles.Wall 20 is equipped with window
Body opening 200, and reinforcing rib 29 is respectively equipped in wall 20 at 200 exterior angles of forms opening, steel in reinforcing rib 29 and wall 20
Muscle 27 welds, and reinforcing rib 29 and the side wall of forms opening 200 are in 45 degree of angles.
In other embodiments, if wall depth-width ratio is greater than 1.5, pass through node structure between the wall and neighboring walls
Connection, node structure is included in the intracorporal third embedded sleeve barrel of wall and neighboring walls are bolted in connecting plate, connecting plate respectively
Third embedded sleeve barrel.Floor connection structure between the similar adjacent floor deck in this present embodiment of node structure.
Bolt used by one off houses structure in the present embodiment all uses high-strength bolt, should be ensured that simultaneously
Bolt screw-in depth used is not less than 80mm.All pre-buried steel plates are all made of Q345 steel, pass through the side of surface sand-blasting process
Formula increases the coefficient of friction of surface of steel plate with increasing friction force.
One off houses sequence of construction: 1, terrace 10 is constructed；2, wall 20 lifts, 20 elevation of top of wall, horizontal size tune
Section to normal place, fix by 20 bearing diagonal of wall, and by screwing in, nut 23 is fixed to be connected the pre-embedded bolt 11 of wall 20 and terrace 10
It connects；3, floor 30 lifts, and adjusts 30 position of floor, floor 30 and wall 20 are aligned, and it is pre- then to penetrate first by bolt 26
It buries sleeve 31 and realizes fixation, realized and fixed by backing plate 33, bolt 34, the second embedded sleeve barrel 312 between floor 30；4, wall is removed
The bearing diagonal of body 20 does encapsulation process by the way of filling PE stick, weather proofing sealant to the gap between wall 20；5, to building
Do water-proofing treatment in gap between plate 30.
It is set forth above that technology contents of the invention are only further illustrated with embodiment, in order to reader is easier to understand,
But embodiments of the present invention are not represented and are only limitted to this, any technology done according to the present invention extends or recreation, is sent out by this
Bright protection.
Claims (10)
1. a kind of assembled one off houses, which is characterized in that it includes the floor and vertical wall of terrace, level, describedly
Reinforcing bar is equipped with inside level ground, floor and wall, the terrace, floor and wall define the space of the one off houses；It is described
It is equipped with pre-embedded bolt in terrace, upper pre-embedded steel slab is equipped at the top of the wall, bottom is equipped with lower pre-embedded steel slab, the pre-buried spiral shell of terrace
Bolt tightens fixation through the lower pre-embedded steel slab and by screwing in nut, the floor equipped with the first embedded sleeve barrel, it is described on
The bolt that pre-embedded steel slab penetrates is screwed into the internal screw thread of first embedded sleeve barrel fixed.
2. assembled one off houses as described in claim 1, which is characterized in that the steel bar welding in the pre-embedded bolt and terrace
It connects and is fixedly connected.
3. assembled one off houses as described in claim 1, which is characterized in that the upper pre-embedded steel slab, lower pre-embedded steel slab are equal
It is connected with the intracorporal reinforcement welding of wall.
4. assembled one off houses as described in claim 1, which is characterized in that be provided at intracorporal four interior angles of wall
Cracking resistance muscle, the cracking resistance muscle are connected with the intracorporal reinforcement welding of wall, and the cracking resistance muscle and wall side wall are in 45 degree of angles.
5. assembled one off houses as described in claim 1, which is characterized in that the wall is open equipped with forms, wall
Reinforcing rib, reinforcement welding in reinforcing rib and wall, and reinforcing rib are respectively equipped at inherent forms opening exterior angle and forms are open
Side wall be in 45 degree of angles.
6. assembled one off houses as described in claim 1, which is characterized in that the floor is set with the adjacent floor deck place of docking
There is antiarch riser, for the antiarch riser from floor towards upwardly extending, the antiarch riser is pre-buried equipped with second with floor junction
Adjacent floor deck is bolted by least one piece of backing plate connection, the backing plate in the antiarch riser of sleeve, adjacent floor deck respectively
Antiarch riser the second embedded sleeve barrel.
7. assembled one off houses as claimed in claim 6, which is characterized in that between adjacent floor deck antiarch riser at least through
Position connects at two, and every place position is realized by second embedded sleeve barrel and backing plate and is connected.
8. assembled one off houses as described in claim 1, which is characterized in that if wall depth-width ratio is greater than 1.5, the wall
It is connect between neighboring walls by node structure, the node structure is included in the intracorporal third embedded sleeve barrel of wall and company
The third embedded sleeve barrel of neighboring walls is bolted in plate, the connecting plate respectively.
9. assembled one off houses as described in claim 1, which is characterized in that the wall is on the position of lower pre-embedded steel slab
Equipped with the lower recessing groove for stepping down for the pre-embedded bolt；The wall is equipped with for being peace on the position of upper pre-embedded steel slab
Fill the upper recessing groove that bolt is stepped down.
10. assembled one off houses as described in claim 1, which is characterized in that there are be not more than 10mm between neighboring walls
Piece, there are the pieces for being not more than 15mm between adjacent floor deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910498760.2A CN110145133A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled one off houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910498760.2A CN110145133A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled one off houses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110145133A true CN110145133A (en) | 2019-08-20 |
Family
ID=67590769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910498760.2A Pending CN110145133A (en) | 2019-06-10 | 2019-06-10 | A kind of assembled one off houses |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110145133A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700417A (en) * | 2019-10-20 | 2020-01-17 | 中建四局第六建筑工程有限公司 | Construction method for reversely hoisting horizontal prefabricated floor slab |
| CN111946108A (en) * | 2020-07-16 | 2020-11-17 | 中铁武汉勘察设计研究院有限公司 | Movable transfer island structure based on assembly |
| WO2021237275A1 (en) * | 2020-05-27 | 2021-12-02 | Nxt Building System Pty Ltd | A building system for erecting a building structure |
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| CN105421615A (en) * | 2015-12-01 | 2016-03-23 | 沈阳建筑大学 | Prefabricated type shear wall horizontal bolt connecting structure |
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| CN208884736U (en) * | 2018-09-19 | 2019-05-21 | 中铁建电气化局集团南方工程有限公司 | A kind of expansion joint integrated water-proof structure |
| CN210483138U (en) * | 2019-06-10 | 2020-05-08 | 深汕特别合作区盛腾科技工业园有限公司 | Assembled temporary house |
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| CN202500226U (en) * | 2012-01-19 | 2012-10-24 | 广州市鲁班建筑工程技术有限公司 | Building deformation joint composite leakage mending structure |
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|---|---|---|---|---|
| CN110700417A (en) * | 2019-10-20 | 2020-01-17 | 中建四局第六建筑工程有限公司 | Construction method for reversely hoisting horizontal prefabricated floor slab |
| WO2021237275A1 (en) * | 2020-05-27 | 2021-12-02 | Nxt Building System Pty Ltd | A building system for erecting a building structure |
| CN111946108A (en) * | 2020-07-16 | 2020-11-17 | 中铁武汉勘察设计研究院有限公司 | Movable transfer island structure based on assembly |
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