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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
construction
box
principle
shear force
force wall
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.)
Active
Application number
CN201620873188.5U
Other languages
Chinese (zh)
Inventor
肖军
何利宏
张炜
杜茂泽
李溪彬
党鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gansu Third Construction Group Co., Ltd
Original Assignee
GANSU THIRD CONSTRUCTION GROUP Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GANSU THIRD CONSTRUCTION GROUP Corp filed Critical GANSU THIRD CONSTRUCTION GROUP Corp
Priority to CN201620873188.5U priority Critical patent/CN206034916U/en
Application granted granted Critical
Publication of CN206034916U publication Critical patent/CN206034916U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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

It is a kind of secretly to bury box body device within the walls for construction shearing
【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)

  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.
CN201620873188.5U 2016-08-13 2016-08-13 Be used for secretly burying in construction shear force wall box device Active CN206034916U (en)

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
CN (1) CN206034916U (en)

Similar Documents

Publication Publication Date Title
CN104652443B (en) Construction method of the interim horizontal support of deep basal pit as permanent structure beam
CN205242419U (en) Steel sheet caisson of usefulness that secretly blocks water
CN105951857B (en) Compound impervious wall and its construction method for water conservancy project coffering
CN109372018A (en) Soft base Self-sinking type underground space structure construction and construction technology
CN106759439A (en) For the tower crane and its construction method of foundation ditch
CN102877486A (en) Integral cast-in-situ construction method for cable ducts
CN106245654B (en) Deposited reinforced concrete pile exempts from inter-pile soil excavation construction method
CN103104102A (en) Construction method for underground storey-addition reconstruction
CN107326928A (en) A kind of part is related to the construction method in the deeper subsurface garage of basement
CN206034916U (en) Be used for secretly burying in construction shear force wall box device
CN204282399U (en) A kind of subway space enclosing structure
CN101761187B (en) Construction separating device for concrete of vertical structure in same wall body with different labels as well as pouring and tamping method thereof
CN106638610B (en) Height difference misconnection structure and its construction method
CN103758207B (en) Semi-prefabricated semi-cast-in-place type frame structure of integrated building and construction method thereof
CN104005414A (en) Method for constructing large-diameter reinforced concrete cast-in-place pile supporting stand column
CN209260748U (en) A kind of stepped tower crane
CN209293069U (en) Soft base Self-sinking type underground space structure construction
CN108193706A (en) A kind of downward construction concrete pouring procedure of part contrary sequence method vertical structure
CN207265620U (en) A kind of cable installation support of armored concrete electric power pipe trench
CN103696483A (en) Intelligent multifunctional integrated sewer pipeline
CN107542098B (en) Ultra-deep foundation pit supporting structure and construction method thereof
CN112854258A (en) Existing railway cutting slope reinforcing structure and reinforcing method thereof
CN106284397B (en) A kind of diagonal brace concrete column solid protection deep-excavation tower crane base apparatus
CN105040677B (en) Foundation ditch prefabricated pile and the method for attachment of cast-in-place overlapping inwall stirrup
CN108396753A (en) Recoverable version side slope provisional protection structure and its construction method

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