CN205348192U - Shoring of trench lattice formula stand structure - Google Patents
Shoring of trench lattice formula stand structure Download PDFInfo
- Publication number
- CN205348192U CN205348192U CN201521103431.7U CN201521103431U CN205348192U CN 205348192 U CN205348192 U CN 205348192U CN 201521103431 U CN201521103431 U CN 201521103431U CN 205348192 U CN205348192 U CN 205348192U
- Authority
- CN
- China
- Prior art keywords
- purlin
- vertical rod
- pole setting
- batten plate
- foundation ditch
- 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.)
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Links
- 238000010276 construction Methods 0.000 claims abstract description 28
- 238000000034 method Methods 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 231100000241 scar Toxicity 0.000 abstract description 4
- 239000011148 porous material Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract description 2
- 101700078171 KNTC1 Proteins 0.000 description 12
- 238000009412 basement excavation Methods 0.000 description 5
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Abstract
The utility model discloses a shoring of trench lattice formula stand structure, including being located the pole setting of four right angle positions in the rectangle and being located a plurality of connecting pieces of the first -class distance distribution of each pole setting, be located and link to each other through the batten plate between double -phase adjacent of coplanar connecting piece, be located and be connected with the purlin between upper and lower double -phase adjacent of same side batten plate, still be equipped with be under construction in proper order from last under with each pole setting homogeneous phase a plurality of concrete backup pads even. This shoring of trench lattice formula stand structure forms at batten plate between the pole setting and purlin fixed connection through pole setting and the connection that is located four right angle positions on the rectangle stand, utilize the condition that bottom scar height and intensity are big, can make things convenient for this stand structure in the work progress, again from last to excavating earthwork construction down and carrying out the installation of batten plate and purlin after fixing each pole setting, avoid lattice formula stand assemble in advance accomplish after in the work progress loaded down with trivial details pore -forming process, reach safety, the mesh of quick construction, this utility model is used for the architectural engineering technology field.
Description
Technical field
This utility model relates to construction engineering technical field, particularly relates to a kind of foundation ditch and supports lattice pillar construction.
Background technology
In foundation pit construction, if it is excessive to support span, supports intermediate demand and column is set, and lattice column is one of common column form.
At present, the construction of general lattice column is first to process lattice column, and then while construction stand column pile, entirety hangs onto in column stake holes, constructs together with stand column pile.Traditional stand column pile construction adopts punching, manually digging hole, rotation the method pore-forming such as to dig more, and the scar for some foundation ditches is high, and the construction environment that rock strength is big, and traditional forming hole method difficulty of construction is big, the duration slowly, the added cost caused.
Utility model content
The purpose of this utility model is in that to provide a kind of foundation ditch realizing constructing safely and fast to support lattice pillar construction.
Technical solution adopted in the utility model is:
A kind of foundation ditch supports lattice pillar construction, including being positioned at the vertical rod of four right-angle positions of rectangle and the some connectors being positioned in each vertical rod to equidistantly distribute, it is connected by batten plate between the two adjacent connectors being generally aligned in the same plane, what be positioned at same side is connected to purlin between two adjacent batten plates up and down, is additionally provided with from the some concrete support plates being all connected with each vertical rod constructed successively under upper.
Being further used as the improvement of technical solutions of the utility model, vertical rod is cylindric rod member, and connector is the hooping structure arranged around vertical rod, and connector includes two semicircle anchor ears that both sides are bolted to connection.
It is further used as the improvement of technical solutions of the utility model, is connected to the batten plate between vertical rod and purlin welding procedure all from top to bottom.
Being further used as the improvement of technical solutions of the utility model, four vertical rods are positioned at foursquare four right-angle positions.
Being further used as the improvement of technical solutions of the utility model, each purlin being positioned at same side is welded and fixed in " it " font.
The beneficial effects of the utility model: this foundation ditch is supported lattice pillar construction and is fixedly connected to form by the vertical rod that is positioned at four right-angle positions of rectangle column and the batten plate and the purlin that are connected between vertical rod, utilize the condition that bottom scar is high and intensity is big, can facilitate this pillar construction in work progress, after each vertical rod being fixed, earth excavation is constructed and carries out the installation of batten plate and purlin from top to bottom again, pore forming process loaded down with trivial details in work progress after avoiding the assembly in advance of lattice column to complete, reaches the purpose of safety, rapid construction.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is that this utility model embodiment has been constructed rear overall structure schematic diagram；
Fig. 2 is structural representation in this utility model embodiment work progress；
Fig. 3 is this utility model embodiment work progress structure top view.
Detailed description of the invention
With reference to Fig. 1～Fig. 3, this utility model is that a kind of foundation ditch supports lattice pillar construction, including being positioned at the vertical rod 1 of four right-angle positions of rectangle and being positioned in each vertical rod 1 the some connectors 2 equidistantly distributed, it is connected by batten plate 3 between the two adjacent connectors 2 being generally aligned in the same plane, what be positioned at same side is connected to purlin 4 between two adjacent batten plates 3 up and down, is additionally provided with from the some concrete support plates 5 being all connected with each vertical rod 1 constructed successively under upper.
This foundation ditch is supported lattice pillar construction and is fixedly connected to form by the vertical rod 1 that is positioned at four right-angle positions of rectangle column and the batten plate 3 and the purlin 4 that are connected between vertical rod 1, utilize the condition that bottom scar is high and intensity is big, can facilitate this pillar construction in work progress, after each vertical rod 1 being fixed, earth excavation is constructed and carries out batten plate 3 and the installation of purlin 4 from top to bottom again, pore forming process loaded down with trivial details in work progress after avoiding the assembly in advance of lattice column to complete, reaches the purpose of safety, rapid construction.
As this utility model preferred embodiment, vertical rod 1 is cylindric rod member, and connector 2 is the hooping structure arranged around vertical rod 1, and connector 2 includes two semicircle anchor ears that both sides are bolted to connection.
As this utility model preferred embodiment, the batten plate 3 between vertical rod 1 and purlin 4 welding procedure all from top to bottom it are connected to.
As this utility model preferred embodiment, four vertical rods 1 are positioned at foursquare four right-angle positions.
As this utility model preferred embodiment, each purlin 4 being positioned at same side is welded and fixed in " it " font.
This lattice pillar construction, in work progress, according to the length of required lattice column, can make four vertical rods 1 and supporting connector 2, batten plate 3 and purlin 4 that constitute lattice column.
Bore the position, hole for placing four vertical rods 1, the most big 4～10cm of major axis of vertical rod 1 of each hole aperture ratio lattice column, the vertical rod 1 of lattice column is installed, adopt cement mortar grouting fully-jewelled hole, and repeat the installation that above step completes its excess-three vertical rod 1 of lattice column, earth excavation subsequently, connects four vertical rods 1 then first concrete support plate 5 of constructing by connector 2 and batten plate 3, purlin 4.
Excavation is behind the position of lower road concrete support plate 5, connect connector 2, welding batten plate 3 and purlin 4 in time, column is made to be linked to be entirety with connector 2, batten plate 3 and purlin 4, form lattice column, and carry out the construction of lower road concrete support plate 5, and repeat the above steps, until excavation completes to foundation ditch.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the premise without prejudice to this utility model spirit, and these equivalent modification or replacement are all contained in the application claim limited range.
Claims (5)
1. a foundation ditch supports lattice pillar construction, it is characterized in that: include being positioned at the vertical rod of four right-angle positions of rectangle and be positioned in each described vertical rod the some connectors equidistantly distributed, it is connected by batten plate between the two adjacent described connectors being generally aligned in the same plane, what be positioned at same side is connected to purlin between two adjacent described batten plates up and down, is additionally provided with from the some concrete support plates being all connected with each described vertical rod constructed successively under upper.
2. foundation ditch according to claim 1 supports lattice pillar construction, it is characterized in that: described vertical rod is cylindric rod member, described connector is the hooping structure arranged around vertical rod, and described connector includes two semicircle anchor ears that both sides are bolted to connection.
3. foundation ditch according to claim 1 supports lattice pillar construction, it is characterised in that: it is connected to the batten plate between described vertical rod and purlin welding procedure all from top to bottom.
4. support lattice pillar construction according in claims 1 to 3 any one described foundation ditch, it is characterised in that: four described vertical rods are positioned at foursquare four right-angle positions.
5. foundation ditch according to claim 4 supports lattice pillar construction, it is characterised in that: each described purlin being positioned at same side is welded and fixed in " it " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521103431.7U CN205348192U (en) | 2015-12-24 | 2015-12-24 | Shoring of trench lattice formula stand structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521103431.7U CN205348192U (en) | 2015-12-24 | 2015-12-24 | Shoring of trench lattice formula stand structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348192U true CN205348192U (en) | 2016-06-29 |
Family
ID=56170370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521103431.7U Active CN205348192U (en) | 2015-12-24 | 2015-12-24 | Shoring of trench lattice formula stand structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348192U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797753A (en) * | 2019-03-11 | 2019-05-24 | 深圳宏业基岩土科技股份有限公司 | Suitable for the stand column pile of high scar place foundation pit and the construction method of lattice column |
-
2015
- 2015-12-24 CN CN201521103431.7U patent/CN205348192U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797753A (en) * | 2019-03-11 | 2019-05-24 | 深圳宏业基岩土科技股份有限公司 | Suitable for the stand column pile of high scar place foundation pit and the construction method of lattice column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |