CN206034916U - Be used for secretly burying in construction shear force wall box device - Google Patents
Be used for secretly burying in construction shear force wall box device Download PDFInfo
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- CN206034916U CN206034916U CN201620873188.5U CN201620873188U CN206034916U CN 206034916 U CN206034916 U CN 206034916U CN 201620873188 U CN201620873188 U CN 201620873188U CN 206034916 U CN206034916 U CN 206034916U
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- force wall
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Abstract
The utility model discloses a be used for secretly burying in construction shear force wall box device, including preparation of construction, construction requirements and principle and construction process, the preparation of construction: the construction equipment: hole digger, electric welding, tape measure, buffing machine, level bar etc, construction material: block terminal shell, the reinforcing bar that supports flitch, HRB400 phi 12, welding rod, sticky tape etc, construction requirements and principle: the thickness of block terminal mounted position, height and this position structure wall body is at first confirmed according to layout design, the selection of material: distribution box should be strictly according to layout design and standardize the requirement and dispose, the principle: the concrete cushion block who places in its principle and the shear force wall is unanimous, utilizes the box body bracket's of preprocess 4 spinal branch posts to guarantee that box and wall flush, and strut etc. Is main among them plays protection, limiting displacement, makes the box not take place whole extrusion and take place to be out of shape and the displacement.
Description
【Technical field】
The utility model is related to preparation of construction, construction requirement and principle and construction technology, more particularly to construction shearing
Box body device is buried within the walls secretly.
【Background technology】
In skyscraper, particularly in residential project, frame-shear-wall structure, corresponding electrical power distribution has generally been adopted
The installing engineering amount increase of case, general each household have a forceful electric power distribution box and a light current distribution box.Traditional way is to adopt
With the way of reserving hole, needing to put into substantial amounts of timber during structure construction carries out the processing of prefabricated box.Structure is completed
Afterwards, need to put into again again manpower take over and finished tank installation.Which not only needs to put into more human and material resources, together
Shi Ruo is delayed because of a procedure, will have influence on the work such as later stage threading and hot- line test, and casing Preembedded is second-rate, easily
Cause box deformation, displacement.For ensureing construction quality, progress, cost input is reduced, can be using direct pre- in structure wall
Bury the way of casing, but how to ensure the chest being secretly embedded within the walls will not deform, displacement, and flush with metope, with regard to this
My project management department goes out a kind of shearing for construction according to live practical study and secretly buries box body device within the walls.
【Utility model content】
Main purpose of the present utility model be provide it is a kind of secretly buries box body device within the walls for construction shearing, can be with
Problem in effectively solving background technology.
For achieving the above object, the technical scheme that the utility model is taken is:
A kind of secretly to bury box body device within the walls for construction shearing, the device includes pillar, cross-arm, gear leg and props up
Support;Wherein, the vertically-mounted gear leg of the cross-arm two ends difference, and the cross-arm is connected to a support at its two ends
Middle part, the support two ends are connected to the middle part of a pillar.
Work progress of the present utility model is comprised the following steps:
(1) preparation of construction:1. construction equipment:Hole making drill, electric welding machine, tape measure, sanding machine, horizon rule etc.;2. construction material:
Distribution box shell, support flitch, the reinforcing bar of HRB400 Φ 12, welding rod, adhesive tape, tied silk etc..
(2) construction requirement and principle:1. it is first depending on layout design and confirms distribution box installation site, height and the position
The thickness of structure wall;2. the selection of material:Distributing box strictly should be configured by layout design and code requirement;3. it is former
Reason:The concrete pad that its principle is placed within the walls with shearing is consistent, using 4 pillar guard boxs of the antinose-dive leg being pre-machined
Body is flushed with metope, and its middle strut etc. acts primarily as protection and position-limiting action, casing is not occurred monolithic extruded and is occurred
Deformation.The support for processing is installed by design height during construction, upper and lower, left and right fixation.
(3) construction technology:1. first, the distributing box to marching into the arena is inspected for acceptance, it is ensured that casing specification and wall
Thickness meets construction requirement, and outward appearance is without situations such as deformation, breakage;2. carry out the processing and fabricating of support:According to layout design body of wall and
Pre-buried depth dimensions requirement, carries out the processing of support;3. casing processing:Confirm penetration pipe size, quantity and position in outlet
Put, carry out perforate on casing and reserve, special hole making drill should be adopted, forbid perforate, perforate to be carried out using cutting machine, electric welding etc.
" one hole of a pipe " should be accomplished;4. casing is installed:Box mouth and penetration pipe preformed hole are blocked before installing, when preventing from pouring
Mortar is poured in casing.Its height is determined according to drawing absolute altitude during installation, using reinforcing bar on shear wall, will be prefabricated
Antinose-dive leg is placed directly on bearing, upper and lower fixation, and then embedded box is arranged on the support for fixing.
Compared with prior art, the utility model has the advantages that:It is a kind of dark within the walls for construction shearing
Box body device is buried, and a kind of box body device secretly to be buried within the walls for construction shearing, changing needs the way of reserving hole in the past,
On the one hand save to need to put into substantial amounts of timber during structure construction and carry out the program of prefabricated box processing, saving needs weight
New input manpower take over and finished tank installation.On the other hand later stage threading will not be had influence on because a procedure is delayed
And the work such as hot- line test, project progress has been effectively ensured, the input of cost has been reduced.Secondly, it is ensured that construction quality, solve
The pre-buried difficult quality guarantee of the pre-buried mode casing of tradition, the suitable displacement of embedded box, the problem of deformation.
【Description of the drawings】
Fig. 1 is the utility model bar construction schematic diagram.
Fig. 2 is schematic diagram after the utility model installation casing.
In figure:1st, pillar;2nd, cross-arm;3rd, keep off leg;4th, support.
【Specific embodiment】
Technological means, creation characteristic, reached purpose and effect for realizing the utility model is easy to understand, below
With reference to specific embodiment, the utility model is expanded on further.
As shown in Figure 1-2, a kind of secretly to bury box body device within the walls for construction shearing, the device includes pillar 1, cross-arm
2nd, keep off leg 3 and support 4;Wherein, the vertically-mounted gear leg 3 of 2 two ends of cross-arm difference, and the cross-arm 2 is near its two ends
Place is connected to the middle part of a support 4, and 4 two ends of the support are connected to the middle part of a pillar 1.
Work progress of the present utility model is comprised the following steps:
(1) preparation of construction:1. construction equipment:Hole making drill, electric welding machine, tape measure, sanding machine, horizon rule etc.;2. construction material:
Distribution box shell, support flitch, the reinforcing bar of HRB400 Φ 12, welding rod, adhesive tape, tied silk etc..
(2) construction requirement and principle:1. it is first depending on layout design and confirms distribution box installation site, height and the position
The thickness of structure wall;2. the selection of material:Distributing box strictly should be configured by layout design and code requirement;3. it is former
Reason:The concrete pad that its principle is placed within the walls with shearing is consistent, using 4 pillar guard boxs of the antinose-dive leg being pre-machined
Body is flushed with metope, and its middle strut etc. acts primarily as protection and position-limiting action, casing is not occurred monolithic extruded and is occurred
Deformation.The support for processing is installed by design height during construction, upper and lower, left and right fixation.
(3) construction technology:1. first, the distributing box to marching into the arena is inspected for acceptance, it is ensured that casing specification and wall
Thickness meets construction requirement, and outward appearance is without situations such as deformation, breakage;2. carry out the processing and fabricating of support:According to layout design body of wall and
Pre-buried depth dimensions requires that carry out the processing of support, such as Fig. 1 layout designs, weak current box size is 400*250*120mm (long *
Wide * is high), leg 3 and 2 supports 4 is kept off including 1,1,4 pillars cross-arm 2,2, installed position shearing wall thickness is
200mm, therefore 1 length of figure B-C post is 200mm, according to box sizes, between pillar 1, size is 250mm, and 2 length of cross-arm is
420mm, keeps off 3 high 50mm of leg, and between gear leg 3, size is 400mm, supports 4 a length of 420mm, and which with 1 lap-joint top of pillar is
120mm, intermediate position installation casing, as shown in Figure 2;3. casing processing:Confirm in outlet penetration pipe size, quantity and
Position etc., carries out perforate on casing and reserves, and should adopt special hole making drill, forbid to carry out perforate using cutting machine, electric welding etc., open
" one hole of a pipe " should be accomplished in hole;4. casing is installed:Box mouth and penetration pipe preformed hole are blocked before installing, prevent from pouring
When building, mortar is poured in casing.Its height is determined according to drawing absolute altitude during installation, using reinforcing bar on shear wall, will be prefabricated
Antinose-dive leg be placed directly on bearing, then upper and lower fixation is arranged on embedded box on the support that fixes;
(4) points for attention:Again import should be blocked with adhesive tape after when 1. constructing penetrate spool in case, prevents from mixing
Solidifying soil enters in cartonning along tube wall;2. the chest to pouring carries out tearing mouth open in time, checks whether chest has spillage in deformation or case
Situations such as polluting casing, so as to and when secretly burying in the later stage correct;3. should forbid directly to use tied silk using welding when support is fixed
Colligation is fixed;4. after having constructed, timely site clearing, accomplishes " work is complete, material is net, place is clear ".
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of without departing from the utility model spirit and scope, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.The utility model
Claimed scope is by appending claims and its equivalent thereof.
Claims (1)
- It is 1. a kind of secretly to bury box body device within the walls for construction shearing, it is characterised in that:The device includes pillar, cross-arm, gear Leg and support;Wherein, the vertically-mounted gear leg of the cross-arm two ends difference, and the cross-arm connects at its two ends respectively At a middle part for supporting, the support two ends are connected to the middle part of a pillar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620873188.5U CN206034916U (en) | 2016-08-13 | 2016-08-13 | Be used for secretly burying in construction shear force wall box device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620873188.5U CN206034916U (en) | 2016-08-13 | 2016-08-13 | Be used for secretly burying in construction shear force wall box device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206034916U true CN206034916U (en) | 2017-03-22 |
Family
ID=58309035
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620873188.5U Active CN206034916U (en) | 2016-08-13 | 2016-08-13 | Be used for secretly burying in construction shear force wall box device |
Country Status (1)
Country | Link |
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CN (1) | CN206034916U (en) |
-
2016
- 2016-08-13 CN CN201620873188.5U patent/CN206034916U/en active Active
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 730000 no.468 Wudu Road, Chengguan District, Lanzhou City, Gansu Province Patentee after: Gansu Third Construction Group Co., Ltd Address before: 730000 No. 486, Wudu Road, Chengguan District, Gansu, Lanzhou Patentee before: GANSU THIRD CONSTRUCTION Group Corp. |
|
CP03 | Change of name, title or address |