CN211422049U - Masonry enclosure - Google Patents
Masonry enclosure Download PDFInfo
- Publication number
- CN211422049U CN211422049U CN201821849873.XU CN201821849873U CN211422049U CN 211422049 U CN211422049 U CN 211422049U CN 201821849873 U CN201821849873 U CN 201821849873U CN 211422049 U CN211422049 U CN 211422049U
- Authority
- CN
- China
- Prior art keywords
- foundation
- wall
- skirting
- column bottom
- groove
- 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.)
- Active
Links
Images
Landscapes
- Fencing (AREA)
Abstract
The utility model relates to a masonry enclosure, which comprises a foundation soil layer, a foundation curing layer, a connecting upright post, a column bottom foundation and a wall bottom skirting; digging a foundation arrangement groove in a foundation solidification layer above a foundation soil layer; the side walls of the foundation laying groove and the column bottom foundation are provided with anti-shearing channel grooves; a concrete post-pouring belt is arranged between the column bottom foundation and the foundation arrangement groove, and foundation connecting ribs are arranged between the column bottom foundation and the connecting upright columns; the connecting upright posts are provided with wall connecting grooves; the upper part of the foundation curing layer is provided with a wall bottom skirting, and a built-in anchor plate is arranged inside the wall bottom skirting; a masonry retaining wall is arranged at the upper part of the wall bottom skirting, and vertical tie bars and transverse inner bars are arranged in the masonry retaining wall; two ends of the vertical tie bar are respectively connected with the built-in anchor plate and the wall top cover plate; and a wall top reinforcing rib is arranged between the wall top cover plate and the connecting upright post. The utility model has the advantages that: the utility model discloses the brickwork encloses and keeps off and sets up the concrete post-cast strip between column bottom basis and ground solidification layer, builds the wholeness of wall body by laying bricks or stones through vertical lacing wire reinforcing.
Description
Technical Field
The utility model relates to an engineering construction encloses the fender, in particular to brickwork encloses the fender belongs to the municipal works field, is applicable to the engineering and encloses fender construction engineering.
Background
The construction enclosure is a measure taken to isolate a construction site from the external environment, so that the construction site becomes a relatively closed space. The enclosure structure not only represents the image of a construction unit and a construction unit, but also influences the living environment of residents and urban landscape. Along with the continuous increase of engineering construction scale, the retaining structure that encloses of all kinds also emerges in a large number, and under some circumstances, the brickwork that a mounting location is convenient, structural integrity is good, the efficiency of construction is high encloses the fender.
In the prior art, a masonry enclosure is provided, which comprises a support and an enclosure plate outside the support, wherein a plurality of supports are arranged at intervals, and the bottom ends of the supports are fixed on the ground; the enclosure still is equipped with the support group at the support lateral surface is installed at a plurality of intervals, and this support group includes to be installed at the last support of support lateral surface and corresponds the under bracing of establishing in last support below by first detachable connections spare, and the bounding wall is installed between last support and under bracing, the bounding wall can be dismantled the connecting piece through the second and be connected with last support, under bracing. The construction method can be suitable for construction enclosure in various fields, is convenient and quick to construct, and can be operated on site, but the integrity of the enclosure structure is difficult to guarantee, and improvement parts exist in the aspects of improving the construction quality and the like.
In view of this, in order to effectively reduce the difficulty in enclosure construction and positioning and improve the construction efficiency, the masonry enclosure provided by the invention has the advantages that the construction quality and the structural integrity of the engineering construction enclosure can be improved, the integrity of the masonry wall is enhanced, the construction cost of the structure can be effectively controlled, and the difficulty in site construction and positioning can be reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing one kind not only can promote the construction quality and the structural integrity that the engineering construction encloses the fender, can also reduce the brickwork of the site operation location degree of difficulty and enclose the fender.
The masonry enclosure comprises a foundation soil layer, a foundation curing layer, a connecting upright post, a column bottom foundation and a wall bottom skirting; digging a foundation arrangement groove in a foundation solidification layer above a foundation soil layer; the side walls of the foundation laying groove and the column bottom foundation are provided with anti-shearing channel grooves; a concrete post-pouring belt is arranged between the column bottom foundation and the foundation arrangement groove, and foundation connecting ribs are arranged between the column bottom foundation and the connecting upright columns; the connecting upright posts are provided with wall connecting grooves; the upper part of the foundation curing layer is provided with a wall bottom skirting, and a built-in anchor plate is arranged inside the wall bottom skirting; a masonry retaining wall is arranged at the upper part of the wall bottom skirting, and vertical tie bars and transverse inner bars are arranged in the masonry retaining wall; two ends of the vertical tie bar are respectively connected with the built-in anchor plate and the wall top cover plate; a wall top reinforcing rib is arranged between the wall top cover plate and the connecting upright post; a skirting embedded groove is arranged on the column bottom foundation; the adjacent wall bottom skirting meets the department and sets up connection convex falcon and skirting splice bar.
Preferably, the method comprises the following steps: the vertical lacing wire and the transverse inner rib are both smooth steel bars or threaded steel bars.
The utility model has the advantages that:
(1) the utility model discloses the brickwork encloses and keeps off and sets up the concrete post-cast strip between column bottom basis and ground solidification layer, builds the wholeness of wall body by laying bricks or stones through vertical lacing wire reinforcing.
(2) The utility model discloses the wall end is played the foot and is connected with the embedding of column base basis, sets up between the wall end that links to each other and connects protruding falcon and play foot splice bar, and the on-the-spot connection is convenient.
Drawings
FIG. 1 is a schematic view of the masonry enclosure structure of the present invention;
fig. 2 is a schematic view of a connection structure of a column bottom foundation and a wall bottom skirting in fig. 1.
Description of reference numerals: 1-a foundation soil layer; 2-solidifying the foundation layer; 3-basic layout groove; 4-connecting the upright posts; 5-skirting connecting ribs; 6-column bottom foundation; 7-connecting convex falcon; 8-a skirting embedded groove; 9-a shear channel; 10-post-pouring concrete strips; 11-basic connecting ribs; 12-wall connecting groove; 13-skirting of the wall bottom; 14-built-in anchor plate; 15-building a retaining wall; 16-vertical lacing wires; 17-a wall top cover plate; 18-wall top reinforcement bar; 19-transverse inner rib.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
As shown in fig. 1-2, in the masonry enclosure, a foundation arrangement groove 3 is dug in a foundation curing layer 2 above a foundation soil layer 1; the side walls of the foundation laying groove 3 and the column bottom foundation 6 are provided with shear resistant channels 9; a concrete post-pouring belt 10 is arranged between the column bottom foundation 6 and the column bottom foundation laying groove 10, and a foundation connecting rib 11 is arranged between the concrete post-pouring belt and the connecting upright post 4; a wall connecting groove 12 is arranged on the connecting upright post 4; a built-in anchor plate 14 is arranged inside the wall bottom skirting 13; a masonry retaining wall 15 is arranged at the upper part of the wall bottom skirting 13, and a vertical tie bar 16 and a transverse inner bar 19 are arranged in the masonry retaining wall 15; two ends of the vertical tie bar 16 are respectively connected with the built-in anchor plate 14 and the wall top cover plate 17; a wall top reinforcing rib 18 is arranged between the wall top cover plate 17 and the connecting upright post 4; a skirting embedded groove 8 is arranged on the column bottom foundation 6; and a connecting convex tenon 7 and a skirting connecting rib 5 are arranged at the joint of the skirting 13 at the bottom of the wall.
The foundation soil layer 1 is hard plastic state clay soil.
The foundation curing layer 2 is formed by curing cement paste.
The foundation arrangement groove 3 is trapezoidal, the depth is 0.5m, the bottom width is 0.5m, and the top width is 1 m.
The connecting upright post 4 is made of H-shaped steel material with the specification of 200 multiplied by 8 multiplied by 12.
The skirting connecting rib 5 adopts a threaded steel bar with the diameter of 22 mm.
The column bottom foundation 6 is formed by rolling a steel plate with the thickness of 2 mm.
The falcon head length of connecting protruding falcon 7 is 5 cm. The depth of the kick embedding groove 8 is 10 cm.
The shear channel 9 has a depth of 2 cm.
The concrete post-cast strip 10 is made of cement mortar material with the strength grade of C35.
The foundation connecting rib 11 adopts a threaded steel bar with the diameter of 22 mm.
The depth of the wall connecting groove 12 is 5 cm; the wall bottom skirting 13 is formed by rolling a steel plate with the thickness of 2 mm; the built-in anchor plate 14 is formed by cutting a steel plate with the thickness of 2 mm; set up vertical lacing wire 16 and horizontal interior muscle 19 in building barricade 15, vertical lacing wire 16 and horizontal interior muscle 19 all adopt the diameter to be 12 mm's twisted steel.
The wall top cover plate 17 and the wall top reinforcing ribs 18 are formed by rolling steel plates with the thickness of 2 mm.
Claims (2)
1. The utility model provides a fender is enclosed to brickwork which characterized in that: comprises a foundation soil layer (1), a foundation curing layer (2), a connecting upright post (4), a post bottom foundation (6) and a wall bottom skirting (13); a foundation laying groove (3) is dug in the foundation curing layer (2) above the foundation soil layer (1); shear-resistant channel channels (9) are arranged on the side walls of the foundation laying groove (3) and the column bottom foundation (6); a concrete post-pouring belt (10) is arranged between the column bottom foundation (6) and the foundation arrangement groove (3), and a foundation connecting rib (11) is arranged between the column bottom foundation (6) and the connecting upright post (4); the connecting upright post (4) is provided with a wall connecting groove (12); the upper part of the foundation curing layer (2) is provided with a wall bottom skirting (13), and a built-in anchor plate (14) is arranged inside the wall bottom skirting (13); a masonry retaining wall (15) is arranged at the upper part of the wall bottom skirting (13), and vertical tie bars (16) and transverse inner bars (19) are arranged in the masonry retaining wall (15); two ends of the vertical tie bar (16) are respectively connected with the built-in anchor plate (14) and the wall top cover plate (17); a wall top reinforcing rib (18) is arranged between the wall top cover plate (17) and the connecting upright post (4); a skirting embedded groove (8) is arranged on the column bottom foundation (6); the connecting convex falcon (7) and the skirting connecting rib (5) are arranged at the joint of the skirting (13) at the bottom of the adjacent wall.
2. The masonry fence according to claim 1, characterized in that: the vertical tie bars (16) and the transverse inner bars (19) are plain steel bars or threaded steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821849873.XU CN211422049U (en) | 2018-11-09 | 2018-11-09 | Masonry enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821849873.XU CN211422049U (en) | 2018-11-09 | 2018-11-09 | Masonry enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211422049U true CN211422049U (en) | 2020-09-04 |
Family
ID=72283524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821849873.XU Active CN211422049U (en) | 2018-11-09 | 2018-11-09 | Masonry enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211422049U (en) |
-
2018
- 2018-11-09 CN CN201821849873.XU patent/CN211422049U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100585094C (en) | Construction method of circular deep foundation pit support | |
| CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| KR101549938B1 (en) | Concrete timbering and installation structure | |
| KR20100138122A (en) | Base of arch rigid frame structure including composite covering arch structure and constructing method thereof | |
| CN108468341B (en) | Anti-slide pile-corrugated steel arch-anchor-pulling combined slope protection structure and construction method | |
| CN111794254A (en) | Railway slope prefabricated assembled post-cast framework slope protection structure and construction method thereof | |
| CN106968692B (en) | Tunnel excavation supporting structure and construction method thereof | |
| CN211422049U (en) | Masonry enclosure | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope | |
| KR20080025219A (en) | Underground outer wall construction method using deck-plate and deck-plate for constructing underground outer wall | |
| CN216640647U (en) | Mountain area is faced river steep bank slope pile foundation platform | |
| KR200257289Y1 (en) | The concrete form constructed basic concrete structure of pole in electric railroads | |
| KR101483865B1 (en) | Construction Method of Underground Structure using Composite Wale | |
| CN211547806U (en) | Assembled ecological reinforced earth retaining wall and retaining wall panel thereof | |
| CN204112858U (en) | The prefabricated enclosure wall of a kind of prestressed concrete | |
| CN113136886A (en) | Foundation pit waterproof curtain and construction method thereof | |
| CN211547328U (en) | Prefabricated guardrail base of prefabricated bridge deck | |
| JP2018012962A (en) | Tunnel structure having arch culvert installed therein, and construction method for the same | |
| CN220166927U (en) | Pit in pit supporting structure | |
| KR101322420B1 (en) | Precast block wall, Cantilevered slab bridge using precast block wall and Construction method thereof | |
| CN218233505U (en) | Novel prestressed concrete foundation pit support pile | |
| CN217232861U (en) | Anti-seismic reinforcing structure of masonry structure wall | |
| CN212670584U (en) | Solid rectangle fender pile of full prestressed concrete of mortise-tenon joint | |
| CN211947979U (en) | Bridge pier stud construction support system | |
| CN203411982U (en) | Combined irregularly-shaped steel plate stiffening core cement-soil foundation pit support structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |