CN207228155U - One kind wears dividing wall support changing structure for use - Google Patents
One kind wears dividing wall support changing structure for use Download PDFInfo
- Publication number
- CN207228155U CN207228155U CN201721089380.6U CN201721089380U CN207228155U CN 207228155 U CN207228155 U CN 207228155U CN 201721089380 U CN201721089380 U CN 201721089380U CN 207228155 U CN207228155 U CN 207228155U
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- China
- Prior art keywords
- dividing wall
- force transmission
- transmission parts
- changing structure
- floors
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Abstract
The utility model discloses one kind to wear dividing wall support changing structure for use, including：Force transmission parts, Force transmission parts are arranged between two floors of dividing wall both sides, dividing wall is run through at the middle part of Force transmission parts, and the both ends of Force transmission parts are respectively welded termination steel plate, and the both ends of Force transmission parts extend through the concrete of two floors and are fixedly connected with the reinforcing bar of two floors.The utility model has the characteristics of workload of support replacement is small, and the later stage need not also remove support replacement measure, and cost is low, it can make dividing wall is disposable in advance to remove, especially run into the case of having multiple tracks support replacement, cut off without dividing wall is divided into multistage, saved the whole duration of support replacement.
Description
Technical field
It the utility model is related to the technical field of dividing wall, more particularly to a kind of support changing structure for use.
Background technology
In deep-foundation pit engineering, in special China Democratic National Construction Association's base pit engineering, basement scale is big, or even meets main building basement on occasion
Height difference is larger between underground garage, at this moment needs to set dividing wall to handle height difference position, or utilize dividing wall by Large Foundation Pit
Multiple small foundation pits are split into construct.Since the floor of whole basement is integral, later stage dividing wall must be removed, this is just
It is related to tearing support way open, traditional way is to set the concrete bracket of a sunk type in bottom plate or underfloor, is then removed
Support, cuts off dividing wall, and the reserved floor of dividing wall both sides is connected, cuts sunk type bracket.This kind of way heavy workload, together
When cause dividing wall to need to be divided into multistage and cut off, whole way is of high cost, speed is slow, while the later stage cuts sunk type bracket also not
It is convenient.
Utility model content
The problem of for above-mentioned generation, wear dividing wall support changing structure for use the purpose of this utility model is to provide one kind and its make
Use method.
To achieve these goals, the technical solution that the utility model is taken is：
One kind wears dividing wall support changing structure for use, wherein, including：Force transmission parts, the Force transmission parts are arranged on dividing wall both sides
Two floors between, the dividing wall is run through at the middle part of the Force transmission parts, and the both ends of the Force transmission parts are respectively welded end
Head steel plate, the both ends of the Force transmission parts extend through the concrete of two floors and fix company with the reinforcing bar of two floors
Connect.
Above-mentioned wears dividing wall support changing structure for use, wherein, the reserved width between two floors and the dividing wall is not
Less than 600mm.
Above-mentioned wears dividing wall support changing structure for use, wherein, the end of the Force transmission parts is embedded to the concrete of the floor
Depth is not less than 300mm.
Above-mentioned wears dividing wall support changing structure for use, wherein, the thickness of the termination steel plate is not less than 10mm.
Above-mentioned wears dividing wall support changing structure for use, wherein, the Force transmission parts are I-steel or H profile steel.
A kind of application method for wearing dividing wall support changing structure for use, wherein, including wear dividing wall described in above-mentioned any one
Support changing structure for use, the application method include：
Step 1：Need to set the position of the force transferring structure to cut soil cement on the dividing wall, formed through a left side
The hole of right both sides；
Step 2：The termination steel plate is respectively welded in the both ends of the Force transmission parts, the Force transmission parts are put into institute
State in hole, and by the both ends of the Force transmission parts reinforcement welding with two floors respectively；
Step 3：To the concrete floor slab placement concrete, by described in the both ends difference of the Force transmission parts integrally embedment
In the concrete of floor.
The above-mentioned application method for wearing dividing wall support changing structure for use, wherein, further include：
Step 4：After the intensity of the concrete reaches requirement, upper support is removed；
Step 5：The dividing wall is cut off, the casting concrete at the dividing wall.
As a result of above-mentioned technology, the good effect for being allowed to have compared with prior art is the utility model：
(1) the utility model has the characteristics of workload of support replacement is small, and the later stage need not also remove support replacement measure, and cost is low,
It can make dividing wall is disposable in advance to remove, especially run into the case of having multiple tracks support replacement, cut without dividing wall is divided into multistage
Remove, saved the whole duration of support replacement.
(2) the utility model later stage separates the connection of floor at wall zone, can directly be poured after dividing wall is removed, than
Traditional method is simple.
Brief description of the drawings
Fig. 1 is the supporting diagrammatic cross-section for wearing dividing wall support changing structure for use of the utility model.
Fig. 2 is the Force transmission parts structure diagram for wearing dividing wall support changing structure for use of the utility model.
Fig. 3 is the dividing wall support replacement schematic diagram for wearing dividing wall support changing structure for use of the utility model.
In attached drawing：1st, Force transmission parts；2nd, termination steel plate；3rd, dividing wall；4th, floor；5th, upper support；A, floor and separation
Reserved width between wall；B, the depth of Force transmission parts embedment floor.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings, but not as the utility model
Limit.
Fig. 1 is the supporting diagrammatic cross-section for wearing dividing wall support changing structure for use of the utility model, and Fig. 2 is wearing for the utility model
The Force transmission parts structure diagram of dividing wall support changing structure for use, Fig. 3 are the dividing walls for wearing dividing wall support changing structure for use of the utility model
Support replacement schematic diagram, refers to shown in Fig. 1 to Fig. 3, and show a kind of preferred embodiment wears dividing wall support changing structure for use, includes：
Force transmission parts 1, Force transmission parts 1 are arranged between two floors 4 of 3 both sides of dividing wall, and dividing wall 3 is run through at the middle part of Force transmission parts 1,
The both ends of Force transmission parts 1 are respectively welded termination steel plate 2, the both ends of Force transmission parts 1 extend through the concrete of two floors 4 and with
The reinforcing bar of two floors 4 is fixedly connected.The both ends of Force transmission parts 1 anchor into floor 4 respectively.
In addition, as in preferred embodiment, the reserved width a between two floors 4 and dividing wall 3 is not less than 600mm.
In addition, as in preferred embodiment, the depth b of the concrete of the end embedment floor 4 of Force transmission parts 1 is not less than
300mm。
Further, as in preferred embodiment, the thickness of termination steel plate 2 is not less than 10mm.
Further, as in preferred embodiment, Force transmission parts 1 are I-steel or H profile steel or other steel members.
Further, as in preferred embodiment, some Force transmission parts 1 can be set on dividing wall 3.
The foregoing is merely the utility model preferred embodiment, not thereby limit the utility model embodiment and
Protection domain.
The utility model also has on the basis of the above is implemented as follows mode：
In the further embodiment of the utility model, wearing dividing wall support changing structure for use application method includes installation method：
Step 1：Need to set the position of force transferring structure 1 to cut soil cement on dividing wall 3, formation runs through the left and right sides
Hole.
Step 2：Termination steel plate 2 is respectively welded in the both ends of Force transmission parts 1, Force transmission parts 1 are put into hole, and will
The both ends of Force transmission parts 1 reinforcement welding with two floors 4 respectively.
Step 3：To 4 casting concrete of floor, the both ends difference of Force transmission parts 1 is integrally embedded to the coagulation of floor 4
In soil.
In the further embodiment of the utility model, wear dividing wall support changing structure for use application method and further include method for dismounting：
Step 4：After the intensity of concrete reaches requirement, upper support 5 is removed.
Step 5：Dividing wall 3 is cut off, the casting concrete at dividing wall 3.If being equipped with multiple tracks support replacement floor, due to setting
Force transmission parts 1, also cut off dividing wall 3 to be segmented not necessarily in the position of support replacement floor, can disposably cut dividing wall 3
Remove.
In the further embodiment of the utility model, suitable for the engineering using support deep foundation pit of every field.
The foregoing is merely the utility model preferred embodiment, not thereby limit the utility model embodiment and
Protection domain, to those skilled in the art, should can appreciate that all with the utility model specification and diagram
Hold made equivalent substitution and obviously change obtained scheme, should be included in the protection model of the utility model
In enclosing.
Claims (5)
1. one kind wears dividing wall support changing structure for use, it is characterised in that including：
Force transmission parts, the Force transmission parts are arranged between two floors of dividing wall both sides, and the middle part of the Force transmission parts is run through
The dividing wall, the both ends of the Force transmission parts are respectively welded termination steel plate, and the both ends of the Force transmission parts extend through two
The concrete of the floor is simultaneously fixedly connected with the reinforcing bar of two floors.
2. according to claim 1 wear dividing wall support changing structure for use, it is characterised in that two floors and the dividing wall it
Between reserved width be not less than 600mm.
3. according to claim 1 wear dividing wall support changing structure for use, it is characterised in that the end embedment institute of the Force transmission parts
The depth for stating the concrete of floor is not less than 300mm.
4. according to claim 1 wear dividing wall support changing structure for use, it is characterised in that the thickness of the termination steel plate is not less than
10mm。
5. according to claim 1 wear dividing wall support changing structure for use, it is characterised in that the Force transmission parts are I-steel or H
Shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721089380.6U CN207228155U (en) | 2017-08-29 | 2017-08-29 | One kind wears dividing wall support changing structure for use |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721089380.6U CN207228155U (en) | 2017-08-29 | 2017-08-29 | One kind wears dividing wall support changing structure for use |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228155U true CN207228155U (en) | 2018-04-13 |
Family
ID=61859421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721089380.6U Active CN207228155U (en) | 2017-08-29 | 2017-08-29 | One kind wears dividing wall support changing structure for use |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228155U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401182A (en) * | 2017-08-29 | 2017-11-28 | 广州宏途设备工程有限公司 | One kind wears dividing wall support changing structure for use and its application method |
-
2017
- 2017-08-29 CN CN201721089380.6U patent/CN207228155U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401182A (en) * | 2017-08-29 | 2017-11-28 | 广州宏途设备工程有限公司 | One kind wears dividing wall support changing structure for use and its application method |
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