CN206477476U - A kind of assembled exempts from support beam wall integral type shear wall - Google Patents
A kind of assembled exempts from support beam wall integral type shear wall Download PDFInfo
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- CN206477476U CN206477476U CN201720083181.8U CN201720083181U CN206477476U CN 206477476 U CN206477476 U CN 206477476U CN 201720083181 U CN201720083181 U CN 201720083181U CN 206477476 U CN206477476 U CN 206477476U
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Abstract
A kind of assembled exempts from support beam wall integral type shear wall, and pouring beam with after by Prefabricated porous shear wall slab is constituted, and the side of Shear Wall with Hole plate two sets groove, is combined to form by groove and takes out hole, bottom sets horizontal translot；Iron under the pre-buried beam in wallboard top, beam-ends buries beam-ends closed stirrup and beam split shed stirrup；Hole of taking out between wallboard is dark support passage and/or slip casting passage；Dark support is arranged in dark support passage.Its construction method mainly includes the pre-buried dark support spud pile of basic unit, sits and starches lifting, and adjustment is in place, and reinforcing bar or welded still pipe or shaped steel are sent in the case where secretly supportting in passage, from dark support passage perfusion concrete or grouting material；Iron on Liang Shangtie, colligation superimposed sheet is worn, strutbeam side mould, post mould pours into a mould the steps such as floor concrete.It is sleeper support in wall that the utility model, which changes conventional peripheries temporary support, realizes integrated connection, optimized construction procedure between wall and beam, post and wall wall, improves construction quality, reduce construction cost, be advantageously implemented assembled architecture component standardization.
Description
Technical field
The utility model is related to technical field of buildings, and especially a kind of assembled exempts from support beam wall integral type shear wall.
Background technology
Assembled architecture can effectively reduce the environomental pollution sources such as building waste and airborne dust, can improve the labor of operating personnel again
Dynamic condition, reduces industrial accident, moreover it is possible to shorten construction period, lifts construction quality, and peace cost is built in effectively reduction, in recent years
In the case that environmental pollution is on the rise, unprecedented attention and concern are had been obtained for.The second half year in 2016, State Council is practicable
Central urban work conference key agreement, special topic dispatch for the first time, it is desirable to carry forward vigorously assembling architectural industrialization, increases assembled architecture
Support on policy dynamics, guiding social funds and enterprise greatly develop assembled-type house.
All components of current assembled architecture none do not need additional temporary support.It is more early that some implement housing industrialization
Enterprise, it is found that assembled architecture has node connection in construction and do not reach design requirement or design effect, haul distance, safety fortune
Support when defeated, lifting, operation is in place, there are many technical barriers in terms of vertical correction, joint treatment, construction operation occurs
Recruitment increase, construction quality is up to standard, cost increase, and the duration such as also falls flat at the practical problem；Industrialization is caused to be entered
Exhibition is relatively slow.Such as Vierendeel girder, post, due at bean column node need it is prefabricated processing cap on four direction beam on get rid of muscle with
The beam on opposite gets rid of perforate on muscle connection, cap and starches anchor or sleeve pipe connection, transport, lifting, support, positioning through cap and upper strata post
Process is very numerous and diverse, waste time and energy for fixed, secondary mould closing cast etc., and duration and cost are all difficult to meet each side's requirement；Also cut
The slurry anchor or sleeve connection of power wall, it is very difficult to be all accurately positioned device to hole, and support fixed charge material is laborious, and slot waterproof is processed into
This is too high, and the docking of steel pipe buried in advance position is inaccurate；And superimposed sheet transport is easy to break, scene need to expire hall support etc..These technologies are difficult
Topic problem cannot be efficiently modified, then component standardization promotes and is difficult to be widely implemented.
Although assembled architecture is brand-new construction method, but calculating and the section of basic structure system and structure stress
Point detailing requiments and conventional construction method are basically identical, and member section shape, pattern and use habit are both needed to follow existing
It is required that and convention；In this context, the relevant enterprise that each architectural industrialization is implemented has carried out substantial amounts of research of technique and improvement；
Many improvement and exploration are also made on many components, have achieved more technological achievement and obtain application.But to dress at present
Taking on a new look or limited with formula present situation quagmire.It is at present the conventional components in existing traditional structure system mostly about research
Split and reconfigure, emphasis is in material property and structure concern for security；Focus on architectural design aspect；But in structure
The construction operation aspect concern of system, the section form of component and outward appearance seam joint structure is less, and these components construction aspect
It is that can preferably realize the key factor of the project indicators such as fabricated construction quality, construction speed, construction cost；Therefore handle well
Member section structural form is the important breakthrough mouthful of current predicament of breaking out of an encirclement.
Existing shear wall is mostly solid square concrete structural style, and horizontal both sides throw away horizontal bar and the cast-in-place connection of lateral column,
Top throws away reinforcing bar and upper strata shear wall preformed hole entoplasm anchor or sleeve pipe connection, during installation, need to get rid of muscle and accurately be docked with preformed hole,
Grouting behind shaft or drift lining in place is supported, being removed after two or three days can be except support；Reinforcing bar earth anchorage it need to also be supported above and below floor during support, then again
Cut reinforcing bar earth anchor；Construction is in place difficult, and support takes a lot of work, takes material, time-consuming, costly；Therefore anxious improvement to be optimized.
The content of the invention
To solve the technical problem of assembled architecture component support, the utility model provides a kind of novel fabricated and exempts from support
Beam wall integral type shear wall, it is sleeper support in wall to change the peripheral hardware temporary support of fabricated shear wall, realize wall and beam, post and
Integration connection between wall wall, optimized construction procedure improves construction quality, reduces construction cost, realizes assembled architecture component
Standardization.
Assembled of the present utility model exempts from support beam wall integral type shear wall, and beam structure is poured with after by Prefabricated porous shear wall slab
Into, it is characterised in that the side of Shear Wall with Hole plate two sets the side grooves by pairing between groove, adjacent shear wall slab
Hole is taken out in formation, and shear wall slab both sides set cannelure, and bottom boiling water, which is opened flat, sets translot；Muscle and upper story shear are got rid of in top wall anchoring
The translot notch slip casting connection of wall wallboard bottom；Iron under the pre-buried beam in shear wall slab top, beam-ends buries beam-ends closed stirrup and beam
Split shed stirrup；Take out hole, side grooves or shear wall slab pre-manufactured hole between the wallboard are dark support passage and/or bottom translot
Slip casting passage；Dark support is arranged in dark support passage；Shear wall slab bottom sets the adjustment tank perpendicular to plate face, and both sides of the edge are thrown away
Horizontal bar.
It is solid as dark support for the steel pipe or shaped steel of wall computed altitude 1/4 to 1/2 in the pre-buried length of base layer position secretly supportted
Determine stake, dark support spud pile section surrounding is respectively smaller than between wallboard and takes out hole, side grooves or as the shear wall for secretly supportting passage
The cross section surrounding 10-20mm of plate pre-manufactured hole；Muscle is got rid of in the pre-buried connection of correspondence position combined in wall with beam, post, wall.During construction
According to design requirement, hole, side grooves or the shear wall slab as dark support passage are taken out between branch stanchion and wallboard by secretly supportting
Pre-manufactured hole sets dark support, cancels peripheral hardware temporary support.Beam-ends closed stirrup and beam split shed stirrup are set according to technical specification, after
The Liang Shangtie for pouring beam is penetrated from beam split shed stirrup and is overlapped or weld, and forms beam muscles and bones frame, construction back rest wall one so that build
Building structure is more firm.Cannelure and wallboard bottom level is set to open up translot, perfusion concrete or grouting in shear wall wallboard both sides
Material, the connected mode between optimization wall wall or wall beam, post.Wallboard bottom sets adjustment tank, level after facilitating wall in place and
Vertical adjustment is in place.
Assembled of the present utility model exempts from support beam wall integral type shear wall, and the beam-ends section of the shear wall slab is T-shaped
Or inverted L-shaped, increase the bearing length of flooring superimposed sheet, to reduce or cancel superimposed sheet support.While the T-shaped or inverted L
The support end of shape is alternatively arranged as interior decoration lines and used.In addition, can also add bridging piece provides safety supports for superimposed sheet.
Assembled beam type shear wall of the present utility model, the wall anchoring gets rid of muscle and gets rid of muscle for abnormity, after perfusion connection more
Plus it is firm.
Described assembled of the present utility model exempts from support beam wall integral type shear wall, and the dark support passage is as installing
Layer reinforcing bar gets rid of the passage of muscle overlap joint and rear pouring concrete with lower floor, is once completed in the dark support of perfusion, is easy to construction.
Assembled of the present utility model exempts to take out hole between support beam wall integral type shear wall, the wallboard for building pipeline
Or the passage of fire-fighting equipment pipeline, it can effectively solve the technical problem that the passage of the pipelines such as water, electricity and gas sets and accurately docked.
Assembled of the present utility model exempts from the construction method of support beam wall integral type shear wall, comprises the following steps：
（1）Dark support quantity and particular location are determined according to design requirement；It is setting the dark pre-buried length of basic unit for supportting position
The steel pipe or shaped steel of wall computed altitude 1/4 to 1/2 are less than shear wall slab as dark support spud pile, dark support spud pile cross-sectional width
Side grooves 10-20mm；Muscle is got rid of in the pre-buried connection of correspondence position combined in wall with beam, post, wall；The periphery of dark support spud pile with
Prefabricated components inwall gap is 10-20mm；
（2）Install that equipment is in place and safe practice of before being lifted is told somebody what one's real intentions are；Operation table top is set up, commander people is determined
Member, information teller, the gesture instruction of hoistman；Verification wall, post are checked, mark is carried out；
（3）Bullet is good with regard to bit line, and basic unit sits after slurry and lifted by crane, when wall is hung near design attitude, adjustment position, direction,
To above dark support spud pile, scope of operation personnel buttress wallboard, slowly fallen vertically, will secretly support spud pile insertion wallboard pre-manufactured hole or
Person's side grooves；Muscle gets rid of in straightening basic unit, and basic unit is got rid of into muscle and included in the translot of wallboard bottom；
（4）Coordinate loop wheel machine that shear wall slab is accurately in place by adjustment tank with crowbar, stretched into adjustment tank and adjusted with steel bar end
After whole level, the dark support spud pile of connection and wall horizontal stiffener and firm welding；Shear wall slab is fixed on dark support spud pile
On, remove suspension hook；
（5）Shear wall slab is lifted successively；
（6）Reinforcing bar is sent under in secretly support passage or welded still pipe or shaped steel on spud pile is secretly being supportted before lifting；Retain
Design the pipeline passway needed；
（7）Concrete or grouting material are irrigated downwards from dark support passage, and the translot and adjustment tank of blank wall plate bottom are filled in the lump；
（8）After the completion of lower floor's wall and the construction of all structural elements, laminated floor slab is installed；
（9）Liang Shangtie is worn, iron on two ends beam-ends closed stirrup, strapped beam is passed through from beam split shed stirrup centre, forms beam
Muscles and bones frame；
（10）Iron on muscle, colligation superimposed sheet is got rid of in straightening superimposed sheet termination, and strutbeam side mould, post mould pours into a mould floor concrete；Reserved
Pipeline is penetrated in pipeline passway, protection is carried out；
（11）Last layer wall is installed after form removal, cleaning basic unit.
Assembled of the present utility model exempts from the construction method of support beam wall integral type shear wall, in the step（6）It is dark
Shaped steel is welded on support spud pile, can be used as steel and concrete shear wall, can realize that high-layer shear force wall is assembled, assembling is substantially improved
Change efficiency.
Above-mentioned assembled exempts from the construction method of support beam wall integral type shear wall, step（6）Dark support passage need cast
The quantity of concrete carries out calculating determination according to the diverse location stressing conditions of wall.
Shear wall structure of the present utility model, using the form of precast prestressed porous plate, by design in the middle of shear wall
A determining deviation circular or square dark support is set, form Shear Wall with Hole, realize the effect without outside temporary support.Cast-in-place
Constrained edge post side suitably increase side grooves sectional area, can by the way of pour concrete is secretly supportted in bar splicing or shaped steel
Realize the full assembling of sleeper.
If, can conduct in use, extending welding on the secretly shaped steel of support spud pile in high-rise or Super High shear wall
Steel and concrete shear wall is used；When being not required to use steel and concrete, reinforcing bar is placed in secretly support passage and gets rid of pour concrete after muscle overlap joint with bottom,
The stress performance of shear wall can be strengthened.
When as multilayer, small high-rise or high level, high-rise upper wall body, dark support passage can get rid of the anchor of muscle as lower floor
Solid hole road, the current slurry anchor of replacement or sleeve pipe connection, it is possible to resolve the technical barrier of current work.Dark support need the quantity of pour concrete according to
Determined according to Force Calculation, it is not necessary to which the duct of cast retains, the effect of increase insulation and sound insulation can be got, and save concrete and reduction
Wall is conducted oneself with dignity.
Muscle is got rid of in the wall anchoring that shear wall slab top is thrown away, and level is overlapped after giving a discount with beam split shed stirrup, or another in beam
The lower pre-buried beam split shed stirrup welding in iron position or overlap joint form square closing beam casing；Wall anchoring get rid of muscle throw away length enter it is upper
In the reserved translot in story shear wall bottom, it is connected upper strata shear wall from pour concrete in dark support passage.
By above-mentioned tectonic sieving, the in place of shear wall and fixation and the up and down company of interlayer can be easily and effectively carried out
Connect, the adjustment tank of shear wall bottom is filled after reality with waterproof grouting material, can effectively reduce the infiltration risk of seam crossing.
In addition, shear wall basic realization integrated with coupling beam, but secondary beam muscle of wearing is inconvenient during construction, therefore this
Utility model is made and is suitably modified simultaneously, and design part beam split shed stirrup is drooped or welded, and allows the beam main tendon energy of live colligation
Conveniently penetrated in aperture position.
Construction of the present utility model can also be applied to the various cylindrical components such as prefabricated sleeper with construction method.If dark support
It is elongated to set, it can be used as the shaped steel in steel and concrete structure, the prefabrication and assembly construction of the simple steel and concrete of Super High core can be achieved.
Brief description of the drawings
Fig. 1：Assembled exempts from support beam wall integral type shear wall structure figure.
In Fig. 1：1-- side grooves, 2-- is secretly supportted in iron under spud pile, 3-- adjustment tanks, 4-- horizontal bars, 6-- beams, 8-- beams
Muscle, 10-- beam-ends closed stirrups are got rid of in U-stirrups, 9-- walls anchoring.
Fig. 2：Exempt from support beam wall integral type shear wall structure figure for the assembled of inverted L-shaped in beam-ends section.
In Fig. 2：Iron, 7-- beams under 1-- side grooves, 3-- adjustment tanks, 4-- horizontal bars, 5-- inverted L-shaped support ends, 6-- beams
Muscle, 10-- beam-ends closed stirrups, 11-- translots are got rid of in upper iron, 8-- beam split shed stirrups, 9-- walls anchoring.
Embodiment
Below by embodiment, the present invention is further described.
Embodiment 1：
A kind of assembled exempts from support beam wall integral type shear wall, and pouring beam with after by Prefabricated porous shear wall slab is constituted, porous
The side of shear wall slab two, which sets to be formed by the side grooves of pairing between groove, adjacent shear wall slab, takes out hole, shear wall slab both sides
Cannelure is set, and bottom opens up level and opens translot；Muscle and the translot notch of upper strata shear wall wallboard bottom are got rid of in top wall anchoring
Slip casting is connected；Iron under the pre-buried beam in shear wall slab top, beam-ends buries beam-ends closed stirrup and beam split shed stirrup；Taking out between wallboard
Hole, side grooves or shear wall slab pre-manufactured hole are dark support passage and bottom translot slip casting passage；Dark support is arranged on dark support passage
It is interior；Shear wall slab bottom sets the corrugated adjustment tank perpendicular to plate face, and both sides of the edge throw away horizontal bar.
Embodiment 2：
A kind of assembled exempts from support beam wall integral type shear wall, and pouring beam with after by Prefabricated porous shear wall slab is constituted, porous
The side of shear wall slab two, which sets to be formed by the side grooves of pairing between groove, adjacent shear wall slab, takes out hole, shear wall slab both sides
Cannelure is set, and bottom opens up level and opens translot；The abnormity for getting rid of muscle as the anchoring of top wall gets rid of muscle and upper strata shear wall wallboard
The translot notch slip casting connection of bottom；Iron under the pre-buried beam in shear wall slab top, the beam-ends section of wallboard is inverted L-shaped and embedded beam-ends
Closed stirrup and beam split shed stirrup；Take out hole or shear wall slab pre-manufactured hole between wallboard are dark support passage or bottom translot slip casting
Passage；Dark support is arranged in dark support passage；Shear wall slab bottom sets the corrugated adjustment tank perpendicular to plate face, and both sides of the edge are got rid of
Go out horizontal bar.
Embodiment 3：
Assembled such as embodiment 1 exempts from support beam wall integral type shear wall, the pre-buried length of base layer position secretly supportted in setting
Be wall computed altitude 1/3 shaped steel as dark support spud pile, dark support spud pile section surrounding is respectively smaller than between wallboard and takes out hole, side
Side groove or the cross section surrounding 15mm as the dark shear wall slab pre-manufactured hole for supportting passage；Combined in wall with beam, post, wall
Muscle is got rid of in the pre-buried connection of correspondence position.During construction, after pour the Liang Shangtie of beam and penetrated from beam split shed stirrup and overlap or weld, formed
Beam muscles and bones frame；Dark support passage gets rid of the passage of muscle overlap joint and rear pouring concrete as top bars is installed with lower floor.
Embodiment 4：
The hole of taking out that assembled such as embodiment 1 is exempted between support beam wall integral type shear wall, its wallboard is water, electricity, gas etc.
The passage of building pipeline or the passage of fire-fighting equipment pipeline.
Claims (7)
1. a kind of assembled exempts from support beam wall integral type shear wall, pouring beam with after by Prefabricated porous shear wall slab is constituted, its feature
It is that the side of Shear Wall with Hole plate two sets to be formed by the side grooves of pairing between groove, adjacent shear wall slab and takes out hole,
Shear wall slab both sides set cannelure, and bottom opens up level and opens translot；Muscle and upper strata shear wall wallboard bottom are got rid of in top wall anchoring
The translot notch slip casting connection in portion；Iron under the pre-buried beam in shear wall slab top, beam-ends buries beam-ends closed stirrup and beam split shed hoop
Muscle；Take out hole, side grooves or shear wall slab pre-manufactured hole between the wallboard are that dark support passage and/or bottom translot slip casting are logical
Road；Dark support is arranged in dark support passage；Shear wall slab bottom sets the adjustment tank perpendicular to plate face, and both sides of the edge throw away level
Muscle.
2. assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that set and described secretly to support
The pre-buried length of base layer position supports spud pile for the steel pipe or shaped steel of wall computed altitude 1/4 to 1/2 as dark, and dark support spud pile is cut
Face surrounding is respectively smaller than the cross section four for taking out hole, side grooves or the shear wall slab pre-manufactured hole as dark support passage between wallboard
All 10-20mm；Muscle is got rid of in the pre-buried connection of correspondence position combined in wall with beam, post, wall.
3. assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that after pour the Liang Shangtie of beam
Penetrated from the beam split shed stirrup and overlap or weld, form beam muscles and bones frame.
4. assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that the shear wall slab
Beam-ends section is T-shaped or inverted L-shaped.
5. assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that the wall anchoring is got rid of
Muscle is that abnormity gets rid of muscle.
6. described assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that the dark support passage
The passage of muscle overlap joint and rear pouring concrete is got rid of with lower floor as installation top bars.
7. assembled as claimed in claim 1 exempts from support beam wall integral type shear wall, it is characterised in that between the wallboard
It is building pipeline or the passage of fire-fighting equipment pipeline to take out hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083181.8U CN206477476U (en) | 2017-01-23 | 2017-01-23 | A kind of assembled exempts from support beam wall integral type shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720083181.8U CN206477476U (en) | 2017-01-23 | 2017-01-23 | A kind of assembled exempts from support beam wall integral type shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477476U true CN206477476U (en) | 2017-09-08 |
Family
ID=59753843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720083181.8U Expired - Fee Related CN206477476U (en) | 2017-01-23 | 2017-01-23 | A kind of assembled exempts from support beam wall integral type shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN206477476U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643382A (en) * | 2018-05-18 | 2018-10-12 | 中国二十二冶集团有限公司 | The construction method that fabricated shear wall plate vertically connects |
| CN111663694A (en) * | 2020-06-30 | 2020-09-15 | 广东珠江建筑工程设计有限公司 | Assembled building superimposed sheet |
-
2017
- 2017-01-23 CN CN201720083181.8U patent/CN206477476U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643382A (en) * | 2018-05-18 | 2018-10-12 | 中国二十二冶集团有限公司 | The construction method that fabricated shear wall plate vertically connects |
| CN111663694A (en) * | 2020-06-30 | 2020-09-15 | 广东珠江建筑工程设计有限公司 | Assembled building superimposed sheet |
| CN111663694B (en) * | 2020-06-30 | 2021-04-02 | 广东珠江建筑工程设计有限公司 | Assembled building superimposed sheet |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170908 Termination date: 20190123 |