CN206571248U - A kind of Assembled enclosing wall - Google Patents
A kind of Assembled enclosing wall Download PDFInfo
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- CN206571248U CN206571248U CN201720251860.1U CN201720251860U CN206571248U CN 206571248 U CN206571248 U CN 206571248U CN 201720251860 U CN201720251860 U CN 201720251860U CN 206571248 U CN206571248 U CN 206571248U
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- grade beam
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Abstract
The utility model provides a kind of Assembled enclosing wall, including grade beam, support post and underground foundation part, the grade beam is layed in above the ground, is equipped with some grade beam arrangements of reinforcement in grade beam in the horizontal direction, and the grade beam arrangement of reinforcement at two adjacent grade beams stretching two ends interlocks to overlap at connecting node to be set；Underground foundation part includes basic short column, cushion cap, bed course and rammed earth layer, basic short column is hollow structure, cushion cap, bed course and rammed earth layer are from top to bottom sequentially provided with below basic short column, it is provided with vertical reinforcement and some stirrups in hollow structure above basic short column, vertical reinforcement is extended in the connecting node of two adjacent grade beams and vertical with grade beam arrangement of reinforcement overlapped；Assembled enclosing wall structure stress described in the utility model is steady, sturdy and durable, and construction method speed of application is fast, install facility, good product quality.
Description
Technical field
The utility model belongs to building structure technology field, more particularly, to a kind of Assembled enclosing wall.
Background technology
In production and living usually, enclosure wall project is essential, and workload is big, its construction quality and construct into
Degree will cause to directly affect to production and living, use brick enclosing wall more traditional building enclosing wall, disappear while also there is resource
Consumption is high, environmental pollution is big, speed of application is slow, construction period length, high material consumption and the shortcomings of big labor strength, and this is
Column-shaped condition has not adapted to rigid demand of the modern society to house.If carrying out site operation, chi using cast in situs formula merely
Very little size control is uneven, and easily support falls after peeling, corner are damaged.
In face of China's increase of land transfers expense now, the continuous rising for artificial price of working, people to energy-conserving and environment-protective
It is required that realizes steps up, the international competition pressure that building trade is faced is increasing.To improve core competitiveness, newly
Prefabricated enclosure wall arises at the historic moment in building field.Prefabricated enclosure wall is by precast concrete by reliably connecting
The concrete structure that mode is assembled.Prefabrication and assembly construction rate for improving building, serves and actively effectively acts on.
Utility model content
In view of this, the utility model is directed to a kind of Assembled enclosing wall, to overcome deficiency of the prior art.
To reach above-mentioned purpose, what the technical solution of the utility model was realized in：
A kind of Assembled enclosing wall, including grade beam, support post and underground foundation part, support post side wall is provided with more
Individual built-in fitting, grade beam is layed in above the ground, is provided between two end to end grade beams in connecting node, grade beam in the horizontal direction
Some grade beam arrangements of reinforcement are equipped with, grade beam arrangement of reinforcement stretches out through grade beam and from two ends, and the grade beam arrangement of reinforcement that two adjacent grade beams stretch out is even
The overlap joint that at node interlocks is connect to set；
The underground foundation part includes basic short column, cushion cap, bed course and rammed earth layer, and basic short column is hollow knot
From top to bottom it is sequentially provided with cushion cap, bed course and rammed earth layer, the hollow structure of basic short column and is provided with below structure, basic short column
Multiple vertical reinforcements, some equidistant colligations of stirrup are in the outside of multiple vertical reinforcements, and the upper and lower ends of vertical reinforcement are from base
Stretched out in the hollow structure of plinth short column, the lower end of vertical reinforcement is buried in cushion cap, and the upper end of vertical reinforcement is stretched into two and is adjacent to
At the tie point of beam and it is vertical with grade beam arrangement of reinforcement overlap, cushion cap inner bottom part be provided with bar-mat reinforcement；
The support post is above the connecting node of two adjacent grade beams, and basic short column is located at the connection of two adjacent grade beams
Below node, the width of the tie point, which is less than in the width of basic short column, grade beam, is provided with drainpipe.
Further, direction is laid along grade beam arrangement of reinforcement inside the grade beam to arrange at equal intervals provided with some vertical stirrups,
Some vertical stirrup colligations are fixed on the outside of grade beam arrangement of reinforcement.
Further, the drainpipe is inside and outside grade beam and is obliquely installed, and the osculum on the outside of grade beam is low
In the osculum on the inside of grade beam.
Further, the bar-mat reinforcement is mutually perpendicular to be staggered for the horizontally and vertically reinforcing rod in direction.
Relative to prior art, Assembled enclosing wall structure stress described in the utility model is steady, sturdy and durable, is set in grade beam
There is the drainpipe being obliquely installed, in time can discharge the ponding inside enclosure wall, safety convenient, while the Assembled enclosing wall is anti-
Shake ability is strong, applied widely；The specific advantageous feature of Assembled enclosing wall is as follows：
1st, variation is designed, can be designed according to different requirements, be met different functions and appearance requirement, at this moment pass
System construction technology can not be met；
2nd, function is modernized, and can be used using the new materials such as a variety of energy-conserving and environment-protective and feature concrete proportioning；
3rd, manufacturing works, can cause building components and fittings to unify factorial praluction, and not influenceed by time and weather,
By once；
4th, factory's sizing streamline converted products, in place, size requires higher to in-site installation；
5th, construction assembling, can greatly reduce labour, reduce waste of material；
6th, construction technology is simple, and scene has mainly managed plant equipment, workman's installation procedure and precision, is easy to construction group
Knit design；
7th, time optimization, working face is succinct, is easy to multistage to construct simultaneously, and adjustment is simple, and modification can be operated repeatedly, makes to apply
The work cycle substantially accelerates；
8th, live site management is convenient, and personnel and machinery are less, and preferably, construction rubbish is few for job site environment.
In summary, Assembled enclosing wall construction method speed of application described in the utility model is fast, install facility, product matter
Measure, it is easy to control.
Brief description of the drawings
Constitute a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new
The schematic description and description of type is used to explain the utility model, does not constitute to improper restriction of the present utility model.
In accompanying drawing：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is top view of the present utility model；
Fig. 3 is A-A in Fig. 2 to sectional view；
Fig. 4 is the sectional view that grade beam and underground foundation part are connected with each other.
Description of reference numerals：
1- grade beams；11- connecting nodes；12- grade beam arrangements of reinforcement；2- support posts；3- iron skill fence；4- built-in fittings；5- undergrounds
Foundation；51- wind-resistant columns；52- cushion caps；53- bed courses；54- rammed earths layer；6- drainpipes；7- vertical reinforcements；8- stirrups.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the utility model can
To be mutually combined.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of description the utility model and simplifies description, rather than indicate
Or imply that the device or element of meaning must have specific orientation, with specific azimuth configuration and operation, therefore be not understood that
For to limitation of the present utility model.In addition, term " first ", " second " etc. are only used for describing purpose, and it is not intended that indicating
Or imply relative importance or the implicit quantity for indicating indicated technical characteristic.Thus, " first ", " second " etc. are defined
Feature can express or implicitly include one or more this feature.In description of the present utility model, unless separately
It is described, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on being understood by concrete condition
State concrete meaning of the term in the utility model.
Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
As Figure 1-4, a kind of Assembled enclosing wall, including grade beam 1, support post 2 and underground foundation part 5, the branch
Support the side wall of column 2 and be provided with multiple built-in fittings 4, grade beam 1 is layed in above the ground, provided with connection between two end to end grade beams 1
Some grade beam arrangements of reinforcement 12 are equipped with node 11, grade beam 1 in the horizontal direction, grade beam arrangement of reinforcement 12 stretches out through grade beam 1 and from two ends,
The grade beam arrangement of reinforcement 12 that two adjacent grade beams 1 stretch out interlocks to overlap at connecting node 11 to be set；
The underground foundation part 5 includes basic short column 51, cushion cap 52, bed course 53 and rammed earth layer 54, basic short column
51 be hollow structure, and the basic lower section of short column 51 is from top to bottom sequentially provided with cushion cap 52, bed course 53 and rammed earth layer 54, and basis is short
Multiple vertical reinforcements 7 are provided with the hollow structure of post 51, the equidistant colligation of some stirrups 8 in the outside of multiple vertical reinforcements 7,
The upper and lower ends of vertical reinforcement 7 are stretched out out of basic short column 51 hollow structure, and the lower end of vertical reinforcement 7 is buried mounted in cushion cap 52
In, the upper end of vertical reinforcement 7 is stretched at the tie point 11 of two adjacent grade beams 1 and overlap joint vertical with grade beam arrangement of reinforcement 12, in cushion cap 52
Bottom is provided with bar-mat reinforcement；
The support post 2 is located at two adjacent grade beams located at the top of connecting node 11 of two adjacent grade beams 1, basic short column 51
1 lower section of connecting node 11, the width of the tie point 11, which is less than in the width of basic short column 51, grade beam 1, is provided with drainpipe 6.
Direction is laid inside above-mentioned grade beam 1 along grade beam arrangement of reinforcement 12 to arrange at equal intervals provided with some vertical stirrups, it is some perpendicular
The outside of grade beam arrangement of reinforcement 12 is fixed on to stirrup colligation.
Above-mentioned drainpipe 6 is inside and outside grade beam 1 and is obliquely installed, and the osculum located at the outside of grade beam 1, which is less than, to be located at
The osculum of the inner side of grade beam 1.
Above-mentioned bar-mat reinforcement is mutually perpendicular to be staggered for the horizontally and vertically reinforcing rod in direction.It is mixed that above-mentioned cushion cap 52 is used
Solidifying soil intensity is C30 concretes.
The concrete strength of above-mentioned bed course 53 is C15 concretes.
Specific construction step is as follows：The processing that is prefabricated in the factory first it is internal for hollow basic short column 51, support post 3,
Grade beam 1 and iron skill fence 3, some grade beam arrangements of reinforcement 12 are laid when grade beam 1 is processed inside it along the direction of beam, and grade beam arrangement of reinforcement 12 from
The connection end 11 at the two ends of grade beam 1 is stretched out, and the outside of grade beam arrangement of reinforcement 12 in grade beam 1 is provided with some stirrups at equal intervals, can be according to institute
Load-bearing size is needed to adjust the tightness degree of stirrup arrangement.
, it is necessary to which according to practice of construction drawing surveying setting-out, groove needed for excavating is native in the bottom laying element during site operation
Simultaneously compacting is repeated in layer, the concrete cushion 53 then constituted on rammed earth layer 54 provided with C15 concretes, concrete cushion 53
Provided with C30 concretes constitute cushion cap 52, the bottom of cushion cap 52 provided with horizontally and vertically to reinforcing rod be mutually perpendicular to what is be staggered
Bar-mat reinforcement, then the basic short column 51 with hollow structure is arranged on the vertical reinforcement 7 in the top of cushion cap 52, basic short column 51
Lower end is embedded in cushion cap 52, carries out cast in situs, the basic bottom of short column 51 is fixedly connected by both sides bolt with cushion cap 52.Scene
Prefabricated grade beam 1 is relieved a garrison in setting position with crane, i.e., the connecting node 11 between two adjacent grade beams 1 is located at basic short column
Staggeredly overlapped by the grade beam arrangement of reinforcement 12 of stretching between 51 tops, two adjacent grade beams 1, the upper end of vertical reinforcement 7 is in connecting node 11
Place's overlap joint vertical with grade beam arrangement of reinforcement 12, then directly uses mixed mud in connecting node 11 and in the hollow structure of basic short column 51
Slurry directly carries out cast in situs.Jointing processing is finally carried out to gap with cement mortar, grade beam 1 and underground foundation part 5 are installed
After the completion of, the support post 2 for being previously provided with built-in fitting 4 is put together in the connecting node 11 of grade beam 1 by bolt, in installation process
In, built by laying bricks or stones between each prefabricated component using concrete water cement mortar, last embedding gap, while it is vertical strictly to control each workpiece
The construction and installation error of degree.Then iron skill fence 3 and the built-in fitting on support post 2 are welded, that is, completes the assembling
The construction and installation of formula enclosure wall.
When the span of grade beam 1 is smaller, the bottom two ends of grade beam 1 are respectively equipped with underground foundation part 5；If the span of grade beam 1 compared with
When big, multiple pile tubes can be also added between the two ends underground foundation part 5 of the bottom of grade beam 1 and carry out the scattered load-bearing of stress.
In face of the housing need that China is increasing, optimize building industry pattern as early as possible imperative.Assembled enclosing wall
Focus on to environment, the protection of resource, building sewage, pernicious gas, the discharge of dust are effectively reduced in its work progress and is built
The pollution of noise is built, various influences of the construction on surrounding enviroment are reduced, is conducive to improving the labor productivity built, promotees
Enter design, building to become more meticulous, lift total quality and the energy-saving and emission-reduction of building, promote the healthy sustainable development of Building Trade in China
Exhibition, meets the demand of national economic development.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in the utility model
Protection domain within.
Claims (4)
1. a kind of Assembled enclosing wall, it is characterised in that：It is described including grade beam (1), support post (2) and underground foundation part (5)
Support post (2) side wall is provided with multiple built-in fittings (4), and grade beam (1) is layed in above the ground, end to end two grade beams (1) it
Between be provided with connecting node (11), some grade beam arrangements of reinforcement (12) are equipped with the horizontal direction in grade beam (1), grade beam arrangement of reinforcement (12) runs through
Grade beam (1) and stretched out from two ends, the grade beam arrangement of reinforcement (12) that two adjacent grade beams (1) the are stretched out overlap joint that interlocks at connecting node (11) place is set
Put；
The underground foundation part (5) includes basic short column (51), cushion cap (52), bed course (53) and rammed earth layer (54), base
Plinth short column (51) is that cushion cap (52), bed course (53) and element soil are from top to bottom sequentially provided with below hollow structure, basic short column (51)
Tamp in layer (54), the hollow structure of basic short column (51) and be provided with multiple vertical reinforcements (7), some stirrups (8) are tied up at equal intervals
Prick in the outside of multiple vertical reinforcements (7), the upper and lower ends of vertical reinforcement (7) are stretched out of basic short column (51) hollow structure
Go out, the lower end of vertical reinforcement (7) buries inner mounted in cushion cap (52), the connection of two adjacent grade beams (1) is stretched into the upper end of vertical reinforcement (7)
Node (11) place and overlap joint vertical with grade beam arrangement of reinforcement (12), cushion cap (52) inner bottom part are provided with bar-mat reinforcement；
The support post (2) is above the connecting node (11) of two adjacent grade beams (1), and basic short column (51) is adjacent located at two
Below the connecting node (11) of grade beam (1), the width of the connecting node (11) is less than the width of basic short column (51), grade beam
(1) drainpipe (6) is provided with.
2. Assembled enclosing wall according to claim 1, it is characterised in that：The grade beam (1) is internal along grade beam arrangement of reinforcement (12)
Laying direction, arrangement is provided with some vertical stirrups at equal intervals, and some vertical stirrup colligations are fixed on the outer of grade beam arrangement of reinforcement (12)
Side.
3. Assembled enclosing wall according to claim 1, it is characterised in that：The drainpipe (6) is through inside and outside grade beam (1) two
Side and it is obliquely installed, the osculum on the outside of grade beam (1) is less than the osculum on the inside of grade beam (1).
4. Assembled enclosing wall according to claim 1, it is characterised in that：The bar-mat reinforcement is horizontally and vertically direction
Reinforcing rod is mutually perpendicular to be staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720251860.1U CN206571248U (en) | 2017-03-15 | 2017-03-15 | A kind of Assembled enclosing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720251860.1U CN206571248U (en) | 2017-03-15 | 2017-03-15 | A kind of Assembled enclosing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206571248U true CN206571248U (en) | 2017-10-20 |
Family
ID=60055299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720251860.1U Active CN206571248U (en) | 2017-03-15 | 2017-03-15 | A kind of Assembled enclosing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206571248U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988603A (en) * | 2017-03-15 | 2017-07-28 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall and its construction method |
| CN109296256A (en) * | 2018-11-29 | 2019-02-01 | 袁雪峰 | Assembling type fence in concrete and construction method |
| CN112177034A (en) * | 2020-09-30 | 2021-01-05 | 宣善竹 | Install elevator assembled basis and metal foundation groove additional |
-
2017
- 2017-03-15 CN CN201720251860.1U patent/CN206571248U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988603A (en) * | 2017-03-15 | 2017-07-28 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall and its construction method |
| CN109296256A (en) * | 2018-11-29 | 2019-02-01 | 袁雪峰 | Assembling type fence in concrete and construction method |
| CN112177034A (en) * | 2020-09-30 | 2021-01-05 | 宣善竹 | Install elevator assembled basis and metal foundation groove additional |
| CN112177034B (en) * | 2020-09-30 | 2021-10-26 | 宣善竹 | Install assembled structure of elevator assembled basis and metal foundation slot combination additional |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201217 Address after: 301500 Tianjin Ninghe Economic Development Zone Patentee after: TANG SHI JIANHUA BUILDING MATERIALS (TIANJIN) Co.,Ltd. Address before: 300301 xinyuanzhuang village, Wuchang Street, Dongli District, Tianjin Patentee before: JIANHUA BUILDING MATERIALS (TIANJIN) Co.,Ltd. |