CN113958191A - Assembled enclosure wall structure - Google Patents
Assembled enclosure wall structure Download PDFInfo
- Publication number
- CN113958191A CN113958191A CN202111250766.1A CN202111250766A CN113958191A CN 113958191 A CN113958191 A CN 113958191A CN 202111250766 A CN202111250766 A CN 202111250766A CN 113958191 A CN113958191 A CN 113958191A
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- China
- Prior art keywords
- mortise
- foundation
- foundation columns
- assembled
- tenon
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- 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.)
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- 238000010276 construction Methods 0.000 claims abstract description 29
- 240000004282 Grewia occidentalis Species 0.000 claims 1
- 238000009417 prefabrication Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000001953 sensory effect Effects 0.000 abstract description 5
- 239000002699 waste material Substances 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000007547 defect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 206010066054 Dysmorphism Diseases 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
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- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
- E04H17/1447—Details of connections between rails and posts
- E04H17/1452—Details of connections between rails and posts the ends of the rails are fixed on the lateral sides of the posts
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
- E04H17/1447—Details of connections between rails and posts
- E04H17/1486—Details of connections between rails and posts the rails being positioned between the uprights of double posts
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
- E04H17/168—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of posts
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses an assembled enclosure wall structure which comprises foundation columns, connecting beams and enclosing plates, wherein the lower ends of the foundation columns are fixedly buried in a foundation, the connecting beams are fixedly connected between two adjacent foundation columns, and the enclosing plates are connected with the connecting beams and the foundation columns connected with the two ends of the connecting beams through mortise-tenon connection structures. The assembled enclosure structure disclosed by the invention has the advantages that the tenon-and-mortise structure is formed by matching the detachable foundation columns, the connecting beams and the enclosures, the overall structure is strong, in addition, the foundation columns are subjected to chamfering pouring in the initial prefabrication stage, the wet operation work of site construction is reduced, the site construction time is shortened by prefabrication in advance, the batch processing is realized, the site labor investment is reduced, the labor cost is saved, the generation of construction waste is reduced, the concrete production quality can be ensured, the generation of quality common faults such as cracks and bubbles on the surface of the bare concrete is reduced and stopped, the assembly requirement is met, and the overall sensory quality of the assembled enclosure is improved.
Description
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to an assembly type enclosure wall structure.
Background
The fabricated building is commonly used in some temporary buildings, such as prefabricated houses and the like, and the fabricated beam is a very important beam structure in the fabricated building, and plays a role in bearing longitudinal and transverse tensile force or pressure of the whole building when the fabricated building is built, so that the overall connectivity and stress stability of the whole building are ensured, and the strength and the service life of the whole fabricated building are improved.
The existing assembled beam body is generally prefabricated, for example, the beam body is prefabricated by concrete, the beam body is prefabricated in a prefabricated site according to site dimensions, the assembled beam body can meet the building requirements of an assembled building, and in the conventional factory prefabrication mode of installing enclosure columns, wall plates and coping on site, the enclosure foundation columns and the ground beams adopt a clear water concrete chamfering process on site. However, the cast-in-place structure has a plurality of defects after being formed: the whole length is not smooth and straight (the process control difficulty is higher), the chamfering process is not beautiful (bubbles or repair marks exist), the chamfering can also generate a lot of building rubbish, the surface of the concrete has color difference or bubbles, cracks and the like.
Therefore, in order to solve the above problems, an assembly type enclosure wall structure is needed, the defects generated by the existing cast-in-place production mode are avoided, the assembly construction time is saved, the construction period is shortened, the generation of construction waste is reduced, the integral connection strength is increased, the assembly requirement is met, and the integral sensory quality of the assembly type enclosure wall is improved.
Disclosure of Invention
In view of the above, the present invention aims to overcome the defects in the prior art, provide an assembly type enclosure structure, eliminate the defects generated by the existing cast-in-place production method, save the assembly construction time, shorten the construction period, reduce the generation of construction waste, increase the overall connection strength, meet the assembly requirements, and improve the overall sensory quality of the assembly type enclosure.
The assembled enclosure wall structure comprises foundation columns, connecting beams and enclosure plates, wherein the lower ends of the foundation columns are fixedly buried in a foundation, the connecting beams are fixedly connected between two adjacent foundation columns, and the enclosure plates are connected with the connecting beams and the foundation columns connected with the two ends of the connecting beams in a mortise-tenon connection structure. The whole construction process during construction comprises the following steps: firstly, constructing a foundation ground beam and a bearing platform (if the foundation ground beam and the bearing platform are provided) of the enclosure wall according to design requirements, prefabricating and forming the foundation columns and the connecting beams by adopting a mold, and embedding thick steel plates (about 10mm in thickness) at the installation positions of the foundation columns for welding and connecting the foundation columns at the later stage. When the enclosure is installed, weld first foundation pillar on the pre-buried steel sheet on enclosure basis grade beam in advance earlier, then install tie-beam and bounding wall in order again, then next foundation pillar to this analogizes, finishes until the installation of last foundation pillar, and the foundation pillar, tie-beam and the bounding wall of every junction form tenon fourth of the twelve earthly branches structure, and overall structure nature is strong, and the installation is swift, and whole installation need not to use other connecting pieces, only relies on self structure to form the auto-lock and connects.
Further, the foundation pillar is four corners foundation pillar and every angle all carries out the chamfer and handles, and the chamfer radius is 25mm, and all foundation pillars are prefabricated foundation pillar, have set up fillet mould on its edge position when the foundation pillar is prefabricated, and the tongue-and-groove position has also set up corresponding tongue-and-groove mould, and the degree of depth of tongue-and-groove is about 65mm, can keep good water permeability after for the enclosure structure shaping, reserves the outlet according to the designing requirement in its lower part department of correspondence when prefabricating, avoids the later stage trompil.
Furthermore, the foundation columns comprise settlement joint foundation columns with mortises on one surface, standard foundation columns with mortises on a pair of opposite surfaces and corner foundation columns with mortises on a pair of adjacent surfaces, and the foundation columns in various forms mainly aim to meet the construction requirements of extending paths of different enclosing walls and improve the flexibility of the enclosing wall construction.
Further, the mortise from the bottom up includes in proper order and is used for the board mortise be connected with the bounding wall with the roof beam mortise that is connected with the tie-beam, the board mortise includes horizontal mortise and perpendicular mortise, the width of roof beam mortise is 210mm, the width of horizontal mortise and perpendicular mortise is 150mm, and the holistic connectivity of dysmorphism mortise is stronger after connecting to after tenon fourth of the twelve earthly branches structure forms, whole antidetonation effect is splendid, and the motion energy-absorbing is effectual.
Further, the horizontal mortise and the vertical mortise are communicated to form an L shape, the beam mortise and the corners of the L-shaped board mortise are communicated, and the width of the beam mortise is wider than that of the vertical mortise.
Furthermore, the top of tie-beam is seted up the mortise of being connected with the bounding wall, and the width of mortise is 100mm, and the degree of depth is 65 mm.
Further, the bounding wall is the rectangular plate, the bounding wall both ends be provided with the post tenon head that the board mortise is connected, the bounding wall lower extreme is provided with the roof beam tenon head of being connected with the mortise, for the assembly that can be comparatively smooth during the assembly, all mortise-tenon joint position are clearance fit, avoid appearing being difficult to the condition of assembly.
The invention has the beneficial effects that: the assembled enclosure structure disclosed by the invention has the advantages that the tenon-and-mortise structure is formed by matching the detachable foundation columns, the connecting beams and the enclosures, the overall structure is strong, in addition, the foundation columns are subjected to chamfering pouring in the initial prefabrication stage, the wet operation work of site construction is reduced, the site construction time is shortened by prefabrication in advance, the batch processing is realized, the site labor investment is reduced, the labor cost is saved, the generation of construction waste is reduced, the concrete production quality can be ensured, the generation of quality common faults such as cracks and bubbles on the surface of the bare concrete is reduced and stopped, the assembly requirement is met, and the overall sensory quality of the assembled enclosure is improved.
Drawings
The invention is further described below with reference to the following figures and examples:
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic view of the tongue and groove structure of the present invention;
FIG. 3 is a schematic cross-sectional view of the present invention showing the cross-sectional structure of each pillar at different cross-sectional positions;
FIG. 4 is a schematic structural view of the connection between the foundation pillar and the connecting beam and the surrounding plate;
FIG. 5 is a cross-sectional structural view of a coupling beam according to the present invention;
fig. 6 is a schematic cross-sectional view of the shroud of the present invention.
Detailed Description
Fig. 1 is a schematic structural view of an embodiment of the present invention, fig. 2 is a schematic structural view of a tongue and groove of the present invention, fig. 3 is a schematic structural view of cross sections of different cross-sectional positions of each foundation column of the present invention, fig. 4 is a schematic structural view of a joint of the foundation column of the present invention with a connecting beam and a surrounding plate, fig. 5 is a schematic structural view of a cross-sectional view of the connecting beam of the present invention, and fig. 6 is a schematic structural view of a cross-sectional view of the surrounding plate of the present invention, as shown in the drawings, an assembled surrounding wall structure in the present embodiment includes a foundation column 1, a connecting beam 2 and a surrounding plate 3, a lower end of the foundation column 1 is fixedly embedded in a foundation, the connecting beam 2 is fixedly connected between two adjacent foundation columns 1, and the surrounding plate 3 is connected with the connecting beam 2 and the foundation columns 1 connected with two ends of the connecting beam 2 in a mortise-and-tenon joint structure. The whole construction process during construction comprises the following steps: firstly, constructing a foundation ground beam and a bearing platform (if the foundation ground beam and the bearing platform are provided) of the enclosure wall according to design requirements, prefabricating and forming the foundation column 1 and the connecting beam 2 by adopting a mould, and embedding a rear steel plate at the installation position of the foundation column 1 for welding and connecting the foundation column 1 in the later period. When the enclosure is installed, weld first foundation column 1 on the pre-buried steel sheet on enclosure basis grade beam in advance earlier, then install tie-beam 2 and bounding wall 3 in order again, then next foundation column 1 to this analogizes, finish until the installation of last foundation column 1, the foundation column 1 of every junction, tie-beam 2 and bounding wall 3 form tenon fourth of the twelve earthly branches structure, overall structure nature is strong, and the installation is swift, whole installation process need not to use other connecting pieces, only rely on self structure formation auto-lock to be connected.
In this embodiment, foundation column 1 all carries out the chamfer for four corners foundation column 1 and every angle and handles, and the chamfer radius is 25mm, and all foundation columns 1 are prefabricated foundation column 1, has set up fillet mould on its edge position when foundation column 1 is prefabricated, and tongue-and-groove 4 positions have also set up corresponding tongue-and-groove 4 moulds, and the degree of depth of tongue-and-groove 4 is about 65mm, can keep good water permeability after constructing the shaping for the enclosure, reserve the outlet according to the designing requirement in its lower part correspondence department when prefabricating, avoid the later stage trompil.
In this embodiment, the foundation includes settlement joint foundation 1a with one side having mortise 4, standard foundation 1b with one pair of opposite sides having mortise 4, and corner foundation 1c with one pair of adjacent sides having mortise 4, and foundation 1 in various forms mainly meets the construction requirements of different enclosure extension paths, and also can improve the flexibility of enclosure construction.
In this embodiment, mortise 4 from the bottom up includes in proper order and is used for the board mortise 4b of being connected with bounding wall 3 including the roof beam mortise 4a that is used for being connected with tie-beam 2, board mortise 4b includes horizontal mortise 41b and perpendicular mortise 42b, roof beam mortise 4 a's width is 210mm, horizontal mortise 41b and perpendicular mortise 42 b's width is 150mm, and the holistic connectivity of dysmorphism mortise 4 after connecting is stronger to after the tenon fourth of twelve earthly branches structure forms, whole antidetonation effect is splendid, and the motion energy-absorbing is effectual.
In this embodiment, the transverse mortise 41b and the vertical mortise 42b are communicated to form an L-shape, the beam mortise 4a is communicated with the corner of the L-shaped board mortise 4b, and the width of the beam mortise 4a is wider than that of the vertical mortise 42 b.
In this embodiment, the top of the connecting beam 2 is provided with a mortise 2a connected with the surrounding plate 3, the width of the mortise 2a is 100mm, and the depth is 65 mm.
In this embodiment, bounding wall 3 is the rectangular plate, 3 both ends of bounding wall be provided with the post tenon 3a that board tongue-and-groove 4b is connected, 3 lower extremes of bounding wall are provided with the roof beam tenon 3b of being connected with mortise 2a, can comparatively smooth assembly during for the assembly, and all mortise-tenon joint position are clearance fit, avoid appearing the condition that is difficult to the assembly.
The assembled enclosure structure disclosed by the invention has the advantages that the detachable foundation columns 1, the connecting beams 2 and the enclosures 3 are matched to form the tenon-and-mortise structure, the overall structure is strong, in addition, the foundation columns 1 are subjected to chamfering pouring in the initial prefabrication stage, the wet operation work of site construction is reduced, the site construction time is shortened by prefabrication in advance, the batch processing is realized, the site labor investment is reduced, the labor cost and the production of construction waste are saved, the production quality of concrete can be ensured, the generation of quality common faults such as cracks and bubbles on the surface of the bare concrete can be reduced and stopped, the assembly requirement is met, and the overall sensory quality of the assembled enclosure is improved.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (7)
1. The utility model provides an assembled enclosure structure which characterized in that: including pillar, tie-beam and bounding wall, the lower extreme of pillar is fixed to be buried in the ground, tie-beam fixed connection is between two adjacent pillars, the bounding wall is connected with the tie-beam and the pillar that links to each other with the tie-beam both ends with mortise-tenon joint structure.
2. The assembled surround wall construction of claim 1, wherein: the base column is a four-corner base column, and chamfering processing is carried out on each corner.
3. The assembled surround wall construction of claim 1, wherein: the foundation columns comprise settlement joint foundation columns with mortises formed in one surface, standard foundation columns with mortises formed in a pair of opposite surfaces and corner foundation columns with mortises formed in a pair of adjacent surfaces.
4. The assembled surround wall construction of claim 3, wherein: the tongue-and-groove from the bottom up includes the board tongue-and-groove that is used for being connected with the tie-beam and is used for being connected with the bounding wall in proper order, the board tongue-and-groove includes horizontal tongue-and-groove and perpendicular tongue-and-groove.
5. The assembled surround wall construction of claim 4, wherein: the horizontal mortise and the vertical mortise are communicated to form an L shape, the beam mortise and the corners of the L-shaped board mortise are communicated, and the width of the beam mortise is wider than that of the vertical mortise.
6. The assembled surround wall construction of claim 5, wherein: the top of the connecting beam is provided with a mortise connected with the coaming.
7. The assembled surround wall construction of claim 6, wherein: the coaming is a rectangular plate, column tenon heads connected with the plate tenon grooves are arranged at two ends of the coaming, and beam tenon heads connected with the mortises are arranged at the lower end of the coaming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111250766.1A CN113958191A (en) | 2021-10-26 | 2021-10-26 | Assembled enclosure wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111250766.1A CN113958191A (en) | 2021-10-26 | 2021-10-26 | Assembled enclosure wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113958191A true CN113958191A (en) | 2022-01-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111250766.1A Pending CN113958191A (en) | 2021-10-26 | 2021-10-26 | Assembled enclosure wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113958191A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411978A (en) * | 2022-02-17 | 2022-04-29 | 王现鹏 | Dovetail-tenon concrete assembled enclosure wall building |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5702090A (en) * | 1995-08-07 | 1997-12-30 | Vinylex Corporation | Snap together plastic fence |
| CN205063526U (en) * | 2015-09-22 | 2016-03-02 | 广西建工集团第三建筑工程有限责任公司 | Assembled enclosure with preparation of building rubbish |
| CN206844815U (en) * | 2017-01-23 | 2018-01-05 | 宁夏回族自治区电力设计院 | A kind of transformer station's Assembled enclosing wall |
| CN208502433U (en) * | 2018-06-09 | 2019-02-15 | 汝州市东江建筑工业科技有限公司 | A kind of prefabricated assembled Assembled surrounding wall with vertical curtain wall penel component |
| CN209010970U (en) * | 2018-08-29 | 2019-06-21 | 浙江诚成新材料科技有限公司 | A kind of wood moulding railing being easily installed |
| CN211572873U (en) * | 2019-10-09 | 2020-09-25 | 中建科技长春有限公司 | Assembled dry-type connection building enclosure |
| CN213391541U (en) * | 2020-08-17 | 2021-06-08 | 西安建筑科技大学 | Assembled enclosure structure |
| CN213539967U (en) * | 2020-10-27 | 2021-06-25 | 湖北楚峰建科集团荆州开元新材股份有限公司 | Autoclaved sand concrete panel assembly capable of being rapidly constructed |
-
2021
- 2021-10-26 CN CN202111250766.1A patent/CN113958191A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5702090A (en) * | 1995-08-07 | 1997-12-30 | Vinylex Corporation | Snap together plastic fence |
| CN205063526U (en) * | 2015-09-22 | 2016-03-02 | 广西建工集团第三建筑工程有限责任公司 | Assembled enclosure with preparation of building rubbish |
| CN206844815U (en) * | 2017-01-23 | 2018-01-05 | 宁夏回族自治区电力设计院 | A kind of transformer station's Assembled enclosing wall |
| CN208502433U (en) * | 2018-06-09 | 2019-02-15 | 汝州市东江建筑工业科技有限公司 | A kind of prefabricated assembled Assembled surrounding wall with vertical curtain wall penel component |
| CN209010970U (en) * | 2018-08-29 | 2019-06-21 | 浙江诚成新材料科技有限公司 | A kind of wood moulding railing being easily installed |
| CN211572873U (en) * | 2019-10-09 | 2020-09-25 | 中建科技长春有限公司 | Assembled dry-type connection building enclosure |
| CN213391541U (en) * | 2020-08-17 | 2021-06-08 | 西安建筑科技大学 | Assembled enclosure structure |
| CN213539967U (en) * | 2020-10-27 | 2021-06-25 | 湖北楚峰建科集团荆州开元新材股份有限公司 | Autoclaved sand concrete panel assembly capable of being rapidly constructed |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411978A (en) * | 2022-02-17 | 2022-04-29 | 王现鹏 | Dovetail-tenon concrete assembled enclosure wall building |
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Application publication date: 20220121 |
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