CN205857419U - A kind of pouring after settlement supporting construction - Google Patents
A kind of pouring after settlement supporting construction Download PDFInfo
- Publication number
- CN205857419U CN205857419U CN201620580600.4U CN201620580600U CN205857419U CN 205857419 U CN205857419 U CN 205857419U CN 201620580600 U CN201620580600 U CN 201620580600U CN 205857419 U CN205857419 U CN 205857419U
- Authority
- CN
- China
- Prior art keywords
- pouring
- support column
- settlement
- supporting construction
- lower floor
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 42
- 210000003205 muscle Anatomy 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000002184 metal Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000008901 benefit Effects 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 239000004568 cement Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
This utility model provides a kind of pouring after settlement supporting construction, including: support column, it is supported between upper and lower floor, described support column bottom support stays on structural beams in lower slab surfaces, the top of described support column；Fixing muscle, is located at bottom described support column, and is fixed on described lower floor.By being fixed on lower floor with fixing muscle the bottom of support column, the top of support column is stayed on upper floor pouring after settlement incision position, it is to avoid the problem that the structure brought because of pouring after settlement is unstable.This utility model have simultaneously revolving height, be prone to set up, simple in construction and save the advantages such as material.
Description
Technical field
This utility model relates to the realm of building construction, particularly relates to a kind of pouring after settlement supporting construction.
Background technology
During concrete construction, the floor between floor because of the character of concrete itself, and may be sent out
Raw expansion or contraction so that floor occurs the phenomenon of sedimentation.General in order to prevent floor from settling, can be complete at floor slab construction
Defects liability period after one-tenth, arranges pouring after settlement to prevent concrete to be destroyed.The fracture of current most pouring after settlement
The support system at place is the form such as integral formwork support, bracing frame separation support, but shuttering supporting easily damages when construction
Bad；Bracing frame can use again more metal material, relatively costly, and does not has a kind of form unified and consolidate so that under
Portion supports instability.We are badly in need of a kind of saving metal material, but structure is the most firm and can have enough to meet the need the sedimentation of use
Late poured band support solves problem above.
Utility model content
In view of the foregoing, it would be desirable to a kind of supporting construction that the port of pouring after settlement is supported.
For achieving the above object, this utility model adopts the technical scheme that:
A kind of pouring after settlement supporting construction, including: support column, it is supported between upper and lower floor, the top of described support column
Portion stays on the pouring after settlement incision position of floor；
Fixing muscle, encloses and is located at bottom described support column, and be fixed on described lower floor.
The beneficial effects of the utility model are, by the bottom of support column is fixed on lower floor with fixing muscle, and will
The top of support column stays on floor pouring after settlement incision position, it is to avoid unstable the asking of structure brought because of pouring after settlement
Topic；This utility model have simultaneously revolving height, be prone to set up, simple in construction and save the advantages such as material.
Further improvement is that of this utility model pouring after settlement supporting construction, described support column top stays on described
The structural beams of pouring after settlement incision position, and and described structural beams between be provided with reinforcing wedge.
Further improvement is that of this utility model pouring after settlement supporting construction, described reinforcing wedge is metal reinforced wedge,
The wedge surface of described metal reinforced wedge is inserted between described support column and described structural beams.
Further improvement is that of this utility model pouring after settlement supporting construction, is provided with described bottom described structural beams
Reinforce the locating part that wedge fixes.
Further improvement is that of this utility model pouring after settlement supporting construction, described locating part is bolt or cement
Nail.
Further improvement is that of this utility model pouring after settlement supporting construction, described support column is long steel pipe.
Further improvement is that of this utility model pouring after settlement supporting construction, described support column includes: multiple head and the tail
The steel pipe being connected, adjacent two described steel pipes are connected by connector.
Further improvement is that of this utility model pouring after settlement supporting construction, described connector is for connecting sleeve pipe, institute
State adapter sleeve pipe box and be located at the junction of adjacent described steel pipe, and be fixedly connected on adjacent described steel pipe.
Further improvement is that of this utility model pouring after settlement supporting construction, described fixing muscle is by the way of bar planting
Being fixed on described lower floor, described fixing muscle is welded in the outer wall of described support column.
Further improvement is that of this utility model pouring after settlement supporting construction, described fixing muscle is inserted in described going downstairs
The reinforcing mortar of reinforcement effect is poured at plate.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of this utility model pouring after settlement supporting construction.
Fig. 2 is enlarged drawing at the A of this utility model a kind of structure of pouring after settlement supporting construction.
Fig. 3 is enlarged drawing at the B of this utility model a kind of structure of pouring after settlement supporting construction.
Fig. 4 is the another kind of structural representation of this utility model pouring after settlement supporting construction.
Detailed description of the invention
The for the benefit of understanding to structure of the present utility model, illustrates below in conjunction with accompanying drawing and preferred embodiment.
Refer to Fig. 1, Fig. 1 and show a kind of structural representation of this utility model pouring after settlement supporting construction.This reality
A kind of pouring after settlement supporting construction is provided with novel, including: support column 3, it is supported between upper and lower floor, described support column
The top of 3 stays on pouring after settlement 1 fracture of floor；
Fixing muscle 5, encloses and is located at bottom described support column 3, and be fixed on described lower floor 2.
This utility model is intended to floor because of the support of the incision position 1 of pouring after settlement, strengthens the knot before floor completion
Structure intensity.To the support between upper floor and lower floor 2, typically all act in structural beams, i.e. this utility model includes one
It is supported in the support column 3 between the structural beams 11 of pouring after settlement incision position 1 and lower floor 2.
As it is shown in figure 1, support column 3 is as wire support member, on the one hand there is certain structural strength；The opposing party
Face, enough light, it is simple to workmen sets up.Preferably, support column 3 is a long steel pipe.
Refer to Fig. 4, Fig. 4 and showing is the another kind of structural representation of this utility model pouring after settlement supporting construction,
Being long steel pipe for support column, its structure can also be for the structure shown in Fig. 4:
Support column 3a includes multiple end to end steel pipe, is connected by connector 7 between adjacent steel pipe, connector 7
For connecting sleeve pipe, adapter sleeve pipe box is located at the junction of adjacent described steel pipe, and is fixedly connected on adjacent described steel pipe, preferably
Ground, this connection sleeve pipe is a metal tube.
In the present embodiment, connector 7 is preferred embodiment for connecting sleeve pipe, and its connector 7 can also be reinforcing bar, this steel
Muscle one end is welded in the bottom outer wall of steel pipe, and the other end is welded in the top outer wall of adjacent steel pipe, thus play adjacent steel pipe it
Between connect effect (diagram).
When support column complete needs holded up time, workmen water after settling the structural beams 11 of band incision position 1 with
In limited distance between lower floor 2, support column is carried and holds up, if support column and structural beams 11 and lower floor
Distance between 2 is identical, can not be holded up from the point of view of mathematical angle (fixing muscle 5 is arranged at bottom).So support column need to be shorter than
This distance, the top of support column and structural beams 11 between there is gap, it is impossible to play the effect of support.In order to solve above-mentioned asking
Topic, is provided with reinforcing wedge 6 between support column top and structural beams 11.Preferably, reinforcing wedge 6 is metal reinforced wedge, and this metal adds
Gu the wedge surface of wedge be inserted in support column 3 and structural beams 11 between, fill up gap therebetween.
Refer to Fig. 2, Fig. 2 and show enlarged drawing at the A of this utility model a kind of structure of pouring after settlement supporting construction, with
As a example by support column is long steel pipe, owing to construction has the running of heavy-duty machines, floor usually can resonate so that reinforces
Wedge 6 easily drops, in order to make up this defect, when reinforcing wedge 6 and being inserted between support column 3 and structural beams 11, in structural beams
Reclining on 11 to reinforce and be provided with locating part 8 at wedge 6, this locating part 8 is fixed on structural beams 11 and abuts against reinforcing wedge 6.Preferably, limit
Position part 8 is bolt or cement nail.
Refer to Fig. 2, Fig. 2 and show enlarged drawing at the B of this utility model a kind of structure of pouring after settlement supporting construction, knot
Closing Fig. 1 and Fig. 2 to understand, the bottom of support column 3 is fixed on lower floor 2 by enclosing the fixing muscle 5 being located at described support column 3, should
Fixing muscle 5 have be inserted in that described lower floor is fixed plug end, it is preferable that support column 3 end, is fixed in fixing muscle 5 one end
Portion's outer wall, the other end plug by the way of bar planting be fixed on lower floor 2 (first can carry out punching plugging by external force equipment,
This is prior art, does not do unnecessary description).In order to that reinforces between fixing muscle 5 with lower floor 2 further fixing is connected and right
Fixing muscle 5 is protected, it is preferable that be inserted in the reinforcing mortar 4 pouring reinforcement effect at lower floor 2 at fixing muscle 5 so that
What this reinforcing mortar 4 buried the seam between support column 3 and lower floor 2 and fixing muscle 5 and lower floor 2 plugs place.
Needing to indicate, the number of this bar planting 5 should determine according to practical situation, not as structure of the present utility model
Limit.
Being as a example by a long steel pipe by support column, the operation that is embodied as of this utility model pouring after settlement supporting construction is:
First, by long steel pipe transporting to described support；Then, bottom welding the planting as fixing muscle of long steel pipe
Muscle, adjusts long steel pipe position, is holded up by long steel pipe, and inserted by the way of bar planting by fixing muscle in lower floor (can be by outward
Power equipment first punches and is inserted into) fixing；Finally, between the top and structural beams of long steel pipe, plug reinforcing wedge, and with bolt or
Person's cement nail is spacing firmly reinforces wedge, is poured by reinforcing mortar and buries bar planting and lower floor underground and plug surface and long steel pipe and lower floor
Seam.
After taking above technical scheme, obtain following beneficial effect:
By the bottom of support column is fixed on lower floor with fixing muscle, the top of support column is stayed on upper floor and sinks
Fall post-cast strip incision position, it is to avoid the problem that the structure brought because of pouring after settlement is unstable.This utility model has turnover simultaneously
Property high, be prone to set up, simple in construction and save the advantages such as material.
Being described in detail this utility model above in association with accompanying drawing embodiment, those skilled in the art can root
According to described above, this utility model made multiple change.Thus, before not violating claim objective of the present utility model
Putting, some details in embodiment should not constitute restriction of the present utility model, and this utility model will be with claims
The scope that book defines is as protection domain.
Claims (10)
1. a pouring after settlement supporting construction, it is characterised in that including:
Support column, is supported between upper and lower floor, and the top of described support column stays on the pouring after settlement incision position of floor；
Fixing muscle, encloses and is located at bottom described support column, and be fixed on described lower floor.
Pouring after settlement supporting construction the most according to claim 1, it is characterised in that: described support column top stays on institute
State the structural beams of pouring after settlement incision position, and and described structural beams between be provided with reinforcing wedge.
Pouring after settlement supporting construction the most according to claim 2, it is characterised in that: described reinforcing wedge is metal reinforced
Wedge, the wedge surface of described metal reinforced wedge is inserted between described support column and described structural beams.
Pouring after settlement supporting construction the most according to claim 3, it is characterised in that: it is provided with institute bottom described structural beams
State and reinforce the locating part that wedge fixes.
Pouring after settlement supporting construction the most according to claim 4, it is characterised in that: described locating part is bolt or water
Mud is followed closely.
Pouring after settlement supporting construction the most according to claim 1, it is characterised in that: described support column is long steel pipe.
Pouring after settlement supporting construction the most according to claim 1, it is characterised in that: described support column includes: multiple head
The steel pipe that tail is connected, adjacent two described steel pipes are connected by connector.
Pouring after settlement supporting construction the most according to claim 7, it is characterised in that: described connector is connection sleeve pipe,
Described adapter sleeve pipe box is located at the junction of adjacent described steel pipe, and is fixedly connected on adjacent described steel pipe.
Pouring after settlement supporting construction the most according to claim 1, it is characterised in that: the described fixing muscle side by bar planting
Formula is fixed on described lower floor, and described fixing muscle is welded in the outer wall of described support column.
Pouring after settlement supporting construction the most according to claim 1, it is characterised in that: described fixing muscle is inserted in described
The reinforcing mortar of reinforcement effect is poured at lower floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620580600.4U CN205857419U (en) | 2016-06-15 | 2016-06-15 | A kind of pouring after settlement supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620580600.4U CN205857419U (en) | 2016-06-15 | 2016-06-15 | A kind of pouring after settlement supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857419U true CN205857419U (en) | 2017-01-04 |
Family
ID=57639009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620580600.4U Expired - Fee Related CN205857419U (en) | 2016-06-15 | 2016-06-15 | A kind of pouring after settlement supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205857419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910785A (en) * | 2020-08-06 | 2020-11-10 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
-
2016
- 2016-06-15 CN CN201620580600.4U patent/CN205857419U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910785A (en) * | 2020-08-06 | 2020-11-10 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
| CN111910785B (en) * | 2020-08-06 | 2022-04-19 | 北京建工集团有限责任公司 | Ground anti-seismic deformation joint structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170104 |