CN206681491U - The detachable assembled enclosure wall in building site - Google Patents
The detachable assembled enclosure wall in building site Download PDFInfo
- Publication number
- CN206681491U CN206681491U CN201720401087.2U CN201720401087U CN206681491U CN 206681491 U CN206681491 U CN 206681491U CN 201720401087 U CN201720401087 U CN 201720401087U CN 206681491 U CN206681491 U CN 206681491U
- Authority
- CN
- China
- Prior art keywords
- jigsaw
- plate
- single piece
- groove
- enclosure wall
- 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.)
- Expired - Fee Related
Links
Landscapes
- Fencing (AREA)
Abstract
It the utility model is related to a kind of fence, and in particular to the detachable assembled enclosure wall in building site, include:Pedestal 1, jigsaw 2, single piece plate A 3, single piece plate B 4, groove A 5, groove B 6, strengthening rib strip 7, interpolation bar 8, support bar 9, pedestal is installed on below earth's surface, jigsaw is installed on pedestal, jigsaw is bolted to together by single piece plate A and single piece plate B by four, the detachable assembled enclosure wall in building site of the present utility model, the detachable secondary use of all material, easy for installation simple after the completion of use.
Description
Technical field
It the utility model is related to a kind of fence, and in particular to the detachable assembled enclosure wall in building site.
Background technology
With expanding economy and the growth of the size of population, the housing need of people is also growing, such construction site
Quantity is just extremely huge.In architectural engineering, the enclosure wall used in construction site is all temporary, and building builds work after building up
Enclosure wall used in ground is required for removing.Enclosure wall used in early stage construction site is all built a wall by worker to be built up, and is removed again after completion, no
It can recycle, therefore cause the consumption of huge manpower, material resources and financial resources.With the improvement of people's environmental awareness, occur
The building-site boundary wall that may be reused, detachable assembly enclosure wall of the prior art are to carry out splicing installation with big plate, are deposited
In transport inconvenience and install the shortcomings that inconvenient.
Utility model content
The purpose of this utility model is, there is provided a kind of jigsaw enclosure wall that enclosure wall is built for building site, to solve existing skill
The technological deficiency that big plate bulk used is excessive in art, transport is not inconvenient, easy to install.
To achieve the above object, the utility model provides following technical scheme:The detachable assembled enclosure wall in building site, including
Pedestal and jigsaw, described pedestal are installed on below earth's surface, and jigsaw is installed on pedestal, it is characterised in that:Described jigsaw by
Single piece plate A and single piece plate B are bolted to together by four, and through hole position on through hole and single piece plate A is provided with single piece plate A
Putting and screwed hole is provided with the single piece plate B to match, single piece plate A's is vertically and horizontally provided with two grooves, its
The groove A of middle vertical direction is deeper than the groove B of horizontal direction, by being fixed in groove A and groove B between jigsaw and jigsaw
Strengthening rib strip is reinforced, and described single piece plate B four sides are provided with interpolation bar and jigsaw bar groove, by inserting jigsaw bar between jigsaw
Interpolation bar in groove carries out bolt connection with the bolt hole in jigsaw bar groove, and described pedestal is divided into face plate of foundation and depth knot
Structure, is provided with support bar on face plate of foundation, and one section of support bar is fixed on the other end on pedestal and is fixed on jigsaw.
Preferably, through hole is provided with described strengthening rib strip, be bolted on jigsaw.
Preferably, the length and width cun of jigsaw are 85cm*85cm, and wherein plate face size is 75cm*75cm, and interpolation bar length is
5cm。
Preferably, the length of pedestal is that 150cm width is 100cm, and face plate of foundation and depth structure are Split type structure, are passed through
Bolt connection, the interface figure of depth structure is isosceles trapezoid, and base width 20cm, top margin width are 18cm, are highly
65cm。
Preferably, it is provided with plate B in the plate of described jigsaw, plate B is used to connect branch relative to one more than jigsaw
The bolt hole of strut, support bar tighten fixation by bolt and plate B.
The utility model compared with prior art, has the advantages that:Building site of the present utility model is with detachable
Assembled enclosure wall, the detachable secondary use of all material, easy for installation simple after the completion of use.
Brief description of the drawings
Fig. 1 is jigsaw and base mounting structure schematic diagram in the utility model;
Fig. 2 is the structural representation of jigsaw in the utility model;
In figure, pedestal -1, jigsaw -2, single piece plate A-3, single piece plate B-4, groove A-5, groove B-6, strengthening rib strip -7, spelling
Cutting -8.
Embodiment
1-2 is further described in detail to the utility model below in conjunction with the accompanying drawings.
The detachable assembled enclosure wall in building site as shown in Figure 1-2, includes:Pedestal -1, jigsaw -2, single piece plate A-3, list
Sheet B-4, groove A-5, groove B-6, strengthening rib strip -7, interpolation bar 8, pedestal is installed on below earth's surface, and jigsaw is installed on pedestal
On, jigsaw is bolted to together by single piece plate A and single piece plate B by four, and through hole and single piece plate A are provided with single piece plate A
Screwed hole is provided with the single piece plate B that upper lead to the hole site matches, single piece plate A's is vertically and horizontally provided with two
The groove A of groove, wherein vertical direction is deeper than the groove B of horizontal direction, by being fixed on groove A and recessed between jigsaw and jigsaw
Strengthening rib strip in groove B is reinforced, and single piece plate B four sides are provided with interpolation bar and jigsaw bar groove, by inserting jigsaw between jigsaw
Interpolation bar in bar groove carries out bolt connection with the bolt hole in jigsaw bar groove, and pedestal is divided into face plate of foundation and depth structure,
Support bar is installed, one section of support bar is fixed on the other end on pedestal and is fixed on jigsaw on face plate of foundation.
As shown in figure 1, assembled enclosure wall has following steps in installation process
1st, it is pre-buried:Take the groove that width is 20cm, depth is 65cm after enclosure wall location is chosen, pedestal is inserted
In groove and tamp levelling, it is ensured that each point on face plate of foundation is in same level height, and link support bar is on face plate of foundation
Linking point.
2nd, set up:It is arranged on after the single piece plate A of jigsaw is alignd with single piece plate B screwed hole on pedestal and inserts bolt and is twisted
Fasten, then repeat above to increase enclosure wall.
3rd, reinforce:It is tightened against with strengthening rib strip by bolt on prefabricated bolt hole and assembled enclosure wall is reinforced, it is first solid
Horizontal direction is fixed after determining the strengthening rib strip of vertical direction.
4th, complete:Another place's tie point of support bar is tightened against on jigsaw enclosure wall by bolt and completes reinforcement.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. building site detachable assembled enclosure wall, including pedestal and jigsaw, described pedestal are installed on below earth's surface, jigsaw installation
In on pedestal, it is characterised in that:Described jigsaw is bolted to together by single piece plate A and single piece plate B by four, single piece plate
It is provided with A on the single piece plate B that lead to the hole site matches on through hole and single piece plate A and is provided with screwed hole, single piece plate A's is vertical
Direction and it is horizontally arranged have two grooves, the groove A of wherein vertical direction is deeper than the groove B of horizontal direction, jigsaw and spelling
Reinforced between plate by the strengthening rib strip being fixed in groove A and groove B, described single piece plate B four sides are provided with interpolation bar
With jigsaw bar groove, bolt company is carried out with the bolt hole in jigsaw bar groove by inserting the interpolation bar in jigsaw bar groove between jigsaw
Connect, described pedestal is divided into face plate of foundation and depth structure, and support bar is provided with face plate of foundation, and one section of support bar is fixed on
The other end is fixed on jigsaw on pedestal.
2. the detachable assembled enclosure wall in building site according to claim 1, it is characterised in that set on described strengthening rib strip
Through hole is equipped with, is bolted on jigsaw.
3. the detachable assembled enclosure wall in building site according to claim 1, it is characterised in that the length and width cun of jigsaw are 85cm*
85cm, wherein plate face size are 75cm*75cm, and interpolation bar length is 5cm.
4. the detachable assembled enclosure wall in building site according to claim 1, it is characterised in that the length of pedestal is that 150cm is wide
Spend for 100cm, face plate of foundation and depth structure are Split type structure, are bolted, the interface figure of depth structure is isosceles
Trapezoidal, base width 20cm, top margin width are 18cm, are highly 65cm.
5. the detachable assembled enclosure wall in building site according to claim 1, it is characterised in that in the plate of described jigsaw
It is provided with plate B, plate B passes through bolt and plate B relative to a bolt hole for being used for connection support bar more than jigsaw, support bar
Tighten fixation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720401087.2U CN206681491U (en) | 2017-04-17 | 2017-04-17 | The detachable assembled enclosure wall in building site |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720401087.2U CN206681491U (en) | 2017-04-17 | 2017-04-17 | The detachable assembled enclosure wall in building site |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206681491U true CN206681491U (en) | 2017-11-28 |
Family
ID=60402922
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720401087.2U Expired - Fee Related CN206681491U (en) | 2017-04-17 | 2017-04-17 | The detachable assembled enclosure wall in building site |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206681491U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736634A (en) * | 2018-12-31 | 2019-05-10 | 泸州市兴泸远大建筑科技有限公司 | Precast concrete earth-retaining enclosure wall |
-
2017
- 2017-04-17 CN CN201720401087.2U patent/CN206681491U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736634A (en) * | 2018-12-31 | 2019-05-10 | 泸州市兴泸远大建筑科技有限公司 | Precast concrete earth-retaining enclosure wall |
CN109736634B (en) * | 2018-12-31 | 2022-05-06 | 泸州市兴泸远大建筑科技有限公司 | Precast concrete retaining wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102758451B (en) | Concrete cable channel construction process | |
CN206646813U (en) | Template system for pouring concrete column | |
CN106088148B (en) | Pipe gallery template and its application | |
CN107419731A (en) | A kind of board-like double-row pile foundation pit support structure of counterfort and its construction method | |
CN104294769B (en) | A kind of piling and the construction method increasing the built bridge abutment structure of platform cap composite reinforcement | |
CN109184189A (en) | A kind of diameter Silo conical shell silo roof construction method | |
CN105178352A (en) | Bench for prefabricating adjustable T-type beams with non-equal spans and different bottom widths and construction method of bench | |
CN205062832U (en) | Different bottom width of non - equal span is adjustable, and T type roof beam prefabricates pedestal | |
CN106522079A (en) | Prefabricated assembled combination concrete trestle system and construction method thereof | |
CN109869153B (en) | Integral lifting cantilever formwork device for rapidly constructing shaft lining and construction method | |
CN210216163U (en) | Self-supporting cantilever formwork support system | |
CN206681491U (en) | The detachable assembled enclosure wall in building site | |
CN105019645B (en) | Fetch earth in contrary sequence method and the template system and construction method of xoncrete structure are built at mouth | |
CN204097889U (en) | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement | |
CN110306396A (en) | A kind of assembly concrete road surface and construction method | |
CN207143746U (en) | Support beam template system under concrete support trestle plate | |
CN107299596B (en) | Concrete support trestle plate lower supporting beam template system and construction method thereof | |
CN207862973U (en) | A kind of simple trolley formwork system of concrete pipe gallery | |
CN213710401U (en) | Can dismantle bottom plate support of steel bar quilting frame building carrier plate | |
CN203904838U (en) | Novel bracket structure for construction of box girders of soft soil foundation sites of high speed rail | |
CN202914109U (en) | Integral type lining system of light-section cable tunnel | |
CN113339003A (en) | Construction method of tunnel integrated arch sheathing trolley | |
CN212249196U (en) | Frame post exempts from interior screw rod template system of consolidating | |
CN109098202A (en) | Non- console mode tower crane foundation construction method | |
CN208578078U (en) | A kind of precast inspection well circle for asphalt concrete pavement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171128 Termination date: 20210417 |