CN201915420U - Foundation of temporary gate building - Google Patents
Foundation of temporary gate building Download PDFInfo
- Publication number
- CN201915420U CN201915420U CN2010206395469U CN201020639546U CN201915420U CN 201915420 U CN201915420 U CN 201915420U CN 2010206395469 U CN2010206395469 U CN 2010206395469U CN 201020639546 U CN201020639546 U CN 201020639546U CN 201915420 U CN201915420 U CN 201915420U
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- basis
- framework
- bar
- steel
- bolt
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Abstract
The utility model discloses a gate building foundation, which is used for construction of a temporary gate building. The foundation is a cubic frame formed by welding steel components, a steel plate is arranged on the upper end surface of the frame, and bolts used for connection are mounted on the steel plate. The gate building foundation is simple in structure, can be quickly built and detached for shifting and can be reused. In addition, materials of the gate building foundation can be obtained conveniently.
Description
[technical field]
The utility model relates to temporary building, relates in particular to a kind of basis that interim bar is built in the building site that is used for.
[background technology]
Building temporory structure in the object of construction production implementation process is a wherein indispensable ring, the gate that faces in building not only satisfies outside this basic function as the main Vomitory of personnel, machinery, material, can also show the corporate image and the on-the-spot safety construction of company by it.
Common bar column way has two kinds: a kind of is with brick square column; Another kind is the steel frame that welds with materials such as angle steel.The basis way is generally concrete square basis (or pre-embedded bolt is connected with the steel frame column) in the above, such basis can only once be used usually, be unfavorable for resources conservation, and operation more (template, pour concrete, pre-embedded bolt location, form removal etc.) in the construction, and concrete is solidified to and reaches the curing time that specified intensity need be certain, and is therefore quick inadequately.
[summary of the invention]
The technical problems to be solved in the utility model provides a kind of basis that interim bar is built in the building site that is used for, and it is built fast, and conveniently moving is reusable.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is, a kind of bar basis, be used for the building site and build interim bar, the basis is the framework of the cube shaped that is welded into the steel member, the upper surface of framework is provided with steel plate, is equipped with on the steel plate to connect to use bolt, and bolt is perpendicular to the upper surface.。
As preferably, locate respectively to install a block plate for four jiaos of described framework upper surface, steel plate and framework welding; Every block plate welds with being connected with bolt.
As preferably, girth member is equipped with in the middle part of described framework.
As preferably, armored concrete slab is equipped with in the bottom of described framework.
As preferably, described frame facet is equipped with armored concrete slab.
As preferably, inner sand or sand stone, the perhaps airtight water tank of filling of described framework.
As preferably, described steel member is a channel-section steel.
As preferably, described girth member is an angle steel.
The beneficial effects of the utility model are, and are simple in structure, draw materials conveniently, but fast construction and dismounting shift, reusable.
[description of drawings]
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is the front view of the interim bar of the utility model basis embodiment 1.
Fig. 2 is the vertical view of the interim bar of the utility model basis embodiment 1.
Fig. 3 is the scheme of installation of the interim bar of the utility model basis embodiment 1.
Fig. 4 is the scheme of installation of the interim bar of the utility model basis embodiment 2.
Among the figure, 1-channel-section steel, 2-steel plate, 3-bolt, 4-angle steel, 5-armored concrete slab.
[specific embodiment]
Embodiment 1 illustrated in figures 1 and 2 is that interim bar is built in a kind of building site that is used for, the basis is the framework of the cube shaped that is welded into 14# or 16# channel-section steel 1, one 250 * 205 * 10 steel plate 2 is respectively welded at four jiaos of places of the upper surface of framework, center position is welded with the bolt 3 that is used to connect on every block plate 2, and bolt 3 is vertical with the upper surface of steel plate 2.
For guaranteeing the intensity of framework, be welded with the girth member that 4 angle steel 4 are made in the middle part of frame facet.
For increasing the stability of whole foundation framework, place an armored concrete slab 5 in the bottom of framework, concrete slab 5 is pushed down framework.
The mounting method of present embodiment is as shown in Figure 3: ready-made framework is positioned on the concrete bed course according to prior location unwrapping wire (does the concrete bed course at the bottom of the foundation pit), to from framework, pass on the channel-section steel 1 that is pressed in base of frame according to the ready-made armored concrete slab 5 of size, back-up sand in the hole then, the concrete hardened ground is done with ground on every side in the top, utilizes the concrete on the deadweight of framework, armored concrete slab, sand of steel member and top to bind and guarantees the stable of top column frame.
The inner used filler of foundation framework can be suited measures to local conditions, as sand, sand stone or airtight water tank.
In embodiment shown in Figure 42, can also load onto armored concrete slab 5, one at frame facet, increase the weight of framework, the 2nd, add the frictional force between big frame and the filling sand (perhaps sand stone), thereby increase the stability of foundation framework.Way is a pre-embedded bolt or leave bolt hole on prefabricated armored concrete slab 5, also has bolt hole equally on the channel-section steel 1 of framework, armored concrete slab 5 is mounted on the both sides of framework by bolt.Other structures of embodiment 2 are identical with embodiment 1.
Present embodiment is simple in structure, and the making of can gathering materials on the spot in the building site is detachable and be transported to other building sites and continue to use after construction is finished.
Claims (10)
1. a bar basis is used for the building site and builds interim bar, it is characterized in that, described basis is the framework of the cube shaped that is welded into the steel member, and the upper surface of framework is provided with steel plate, is equipped with on the steel plate to connect to use bolt, and bolt is perpendicular to the upper surface.
2. bar according to claim 1 basis is characterized in that, a block plate is respectively installed at four jiaos of places of described framework upper surface, steel plate and framework welding; Every block plate welds with being connected with bolt.
3. bar according to claim 2 basis is characterized in that girth member is equipped with in the middle part of described framework.
4. according to any one described bar basis of claim 3, it is characterized in that armored concrete slab is equipped with in the bottom of described framework.
5. according to any one described bar basis of claim 4, it is characterized in that described frame facet is equipped with armored concrete slab.
6. according to any one described bar basis of claim 1-5, it is characterized in that inner sand or sand stone, the perhaps airtight water tank of filling of described framework.
7. according to any one described bar basis of claim 1-5, it is characterized in that described steel member is a channel-section steel.
8. according to any one described bar basis of claim 1-5, it is characterized in that described girth member is an angle steel.
9. bar according to claim 6 basis is characterized in that, described steel member is a channel-section steel.
10. bar according to claim 6 basis is characterized in that, described girth member is an angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206395469U CN201915420U (en) | 2010-12-02 | 2010-12-02 | Foundation of temporary gate building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206395469U CN201915420U (en) | 2010-12-02 | 2010-12-02 | Foundation of temporary gate building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201915420U true CN201915420U (en) | 2011-08-03 |
Family
ID=44415224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206395469U Expired - Fee Related CN201915420U (en) | 2010-12-02 | 2010-12-02 | Foundation of temporary gate building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201915420U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372804A (en) * | 2013-08-13 | 2015-02-25 | 波马加尔斯基公司 | Anchoring device for the foundations of a ski lift structure, and method for manufacturing such a device |
| CN105908831A (en) * | 2016-05-27 | 2016-08-31 | 宜兴市太湖地基工程有限公司 | Foundation structure |
| CN108035436A (en) * | 2017-12-22 | 2018-05-15 | 武汉建工集团股份有限公司 | A kind of standard knot formula building site bar that can be recycled |
-
2010
- 2010-12-02 CN CN2010206395469U patent/CN201915420U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372804A (en) * | 2013-08-13 | 2015-02-25 | 波马加尔斯基公司 | Anchoring device for the foundations of a ski lift structure, and method for manufacturing such a device |
| CN105908831A (en) * | 2016-05-27 | 2016-08-31 | 宜兴市太湖地基工程有限公司 | Foundation structure |
| CN108035436A (en) * | 2017-12-22 | 2018-05-15 | 武汉建工集团股份有限公司 | A kind of standard knot formula building site bar that can be recycled |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110803 Termination date: 20131202 |