CN206873942U - The anti-side steel bar rod reinforcing member of basement shear wall - Google Patents
The anti-side steel bar rod reinforcing member of basement shear wall Download PDFInfo
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- CN206873942U CN206873942U CN201720656733.XU CN201720656733U CN206873942U CN 206873942 U CN206873942 U CN 206873942U CN 201720656733 U CN201720656733 U CN 201720656733U CN 206873942 U CN206873942 U CN 206873942U
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- shear wall
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Abstract
The anti-side steel bar rod reinforcing member of the utility model basement shear wall, it is related to construction equipment field, including pre-buried waterproof adjusting yoke, sealing piece, spacing shim, reinforce regulating nut, turning screw cap sleeve, detachable horizon bar, detachable vertical bar, roof reinforcement adjusting means, pre-buried waterproof adjusting yoke is arranged on shear wall bottom, pre-buried waterproof adjusting yoke both ends sunken inside is provided with connecting screw hole, connecting screw hole of two detachable horizon bars respectively with pre-buried waterproof adjusting yoke both ends is connected, the spacing shim of inside and outside setting is cased with every detachable horizon bar and reinforces regulating nut, detachable horizon bar outer end is enclosed in the horizontal segment sleeve of turning screw cap sleeve, detachable vertical bar bottom is enclosed in the vertical section sleeve of turning screw cap sleeve, roof reinforcement adjusting means is connected to the top of detachable vertical bar.The swollen mould routinely reinforced, quick-fried mould, race mould etc. can be effectively controlled to cause quality problems using the utility model, and can solves shear wall root and reinforces difficult problem.
Description
Technical field
Construction equipment field is the utility model is related to, more particularly to a kind of anti-side steel bar rod reinforcing member of shear wall.
Background technology
The quality of the anti-side structure of cast-in-situ steel reinforced concrete basement shear wall directly influences the use work(of basement
Can, select correct reinforcing mode to be to ensure that the premise of quality, the anti-side reinforcing mode of basement has at present：Sealing up screw reinforcing,
All-teeth screw is reinforced, step fastener is reinforced, iron wire is reinforced to drawing etc., and these reinforcing modes are each has something to recommend him, and pros and cons coexist.Sealing up screw
It is intensive to reinforce limited reinforcing bar, is not easy to construct；Step fastener is not suitable for reinforcing used in sole plate root, the anti-side shear wall of basement
Beam steel, baseplate reinforcing bar, shear force wall reinforcing steel bar and shear wall stiffener bar spacing space are smaller, interior external wall body reinforcing bar dislocation
Deng the installation that all limit sealing up screw, most screw rods are caused to need horizontal tilt to be reinforced to drawing, pressure after casting concrete
Larger reinforcing bar easily causes with variation and tilts the swollen mould of position screw rod appearance, the apparent out-of-flatness of concrete.It is reinforced with using step fastener
Its advantage, mainly it is usually used in reinforcing floor beam forms, in basic part, because concreting is vibrated, wiping one's face easily causes other
Quality problems, reinforced with step fastener in shear wall root, can not repeat utilizing after concreting, cost is high, mass effect
It is bad.Iron wire is reinforced to drawing, and is generally used for the anti-side of floor, lines template to drawing reinforcing, and is used for basement shear wall wall thickness
Degree is big, height of packing compact with respect to flooring lines, anti-side is die-filling will be high, easily become rusty additionally, due to the tiny anti-corruption processing that is not easy to do of iron wire
Erosion, it is embedded in underground water and is seeped water along iron wire hole, quality can not be ensured.In a word, the limited reinforcing bar of sealing up screw reinforcing is intensive, is not easy to apply
Work, sealing up screw are all more higher than steel bar rod economy, efficiency；Step fastener is not suitable for the reinforcing of sole plate root, consumptive material；Iron wire without
Method is reinforced for outer wall of basement, and perishable leak, quality does not ensure.
The content of the invention
Of the present utility model is that mesh is directed to above-mentioned the deficiencies in the prior art, there is provided a kind of anti-side reinforcing bar of basement shear wall is drawn
Bar reinforcing member, reliability and economy can be improved, effectively control the swollen mould routinely reinforced, quick-fried mould, race mould etc. to cause quality problems,
It is difficult that and can solves the problems, such as that shear wall root reinforces.
The technical scheme that the utility model uses to achieve the above object is：A kind of anti-side steel bar rod of basement shear wall
Reinforcing member, including pre-buried waterproof adjusting yoke, sealing piece, spacing shim, reinforce regulating nut, be turning screw cap sleeve, detachable
Horizon bar, detachable vertical bar, roof reinforcement adjusting means, pre-buried waterproof adjusting yoke are arranged on shear wall bottom, sealing piece
It is enclosed on pre-buried waterproof adjusting yoke, pre-buried waterproof adjusting yoke both ends end face is recessed provided with connecting screw hole respectively inwards, two
Detachable connecting screw hole of the horizon bar respectively with pre-buried waterproof adjusting yoke both ends is connected, and is covered on every detachable horizon bar limited
Position pad and reinforcing regulating nut, and spacing shim is located at inner side and is against template outer surface, reinforcing regulating nut leans against spacing
On the outside of pad, turning screw cap sleeve is L-shaped, and turning screw cap sleeve includes the horizontal segment sleeve and vertical section set being mutually connected vertically
Cylinder, detachable horizon bar are enclosed in the horizontal segment sleeve of turning screw cap sleeve away from pre-buried waterproof adjusting yoke one end, detachably
Vertical bar bottom is enclosed in the vertical section sleeve of turning screw cap sleeve, and roof reinforcement adjusting means is connected to detachable vertical bar
Top.
It is of the present utility model further technical scheme be：The roof reinforcement adjusting means includes top threeway spiro cap
Cylinder, reinforce push rod, reinforced pallet, reinforce adjusting button, threeway screw cap sleeve include a pair it is symmetrical horizontal to sleeve and one
It is individual and horizontal orthogonal vertically to sleeve to sleeve, it is located at vertically to sleeve horizontal to the downside of sleeve, threeway spiro cap
The vertical of cylinder be connected to sleeve with the top of detachable vertical bar, reinforce push rod pass through the level of threeway screw cap sleeve to sleeve and
Both ends protrude level to sleeve outside, reinforce adjusting button and are enclosed on reinforcing push rod away from template one end, reinforced pallet and reinforcing push rod
Connected close to template one end.
The anti-side steel bar rod reinforcing member of the utility model basement shear wall has the advantages that：It is new using this practicality
Type carries out the anti-cheek board of underground shear wall, continuous beam and reinforced, and improves model sheetinstallat efficiency, also improves formation of concrete effect,
Roof reinforcement adjusting means is added on detachable vertical bar top, strengthens the reinforcing support of shear wall bottom, it is another to eliminate root
The trouble of external reinforcement, it is ensured that concrete walls body thickness, surface are straight, reduce bloated concrete, quick-fried mould, race mould and cause quality to be asked
Topic, extra charge unnecessary in producing and time are reduced, be advantageous to the waterproof coiled material construction of upstream face, inside concrete is close
It is real to ensure waterproof concrete structure, play double-deck waterproof action.Reduce swollen mould, quick-fried mould after shaping, run mould phenomenon, virtually drop
Low screw rod reinforces the defects of producing and causes quality matter expense and time, it is ensured that quality simultaneously, also ensures construction work
Phase.
The anti-side steel bar rod reinforcing member of the utility model basement shear wall is made into one with reference to the accompanying drawings and examples
The explanation of step.
Brief description of the drawings
Fig. 1 is the structural representation of the anti-side steel bar rod reinforcing member of the utility model basement shear wall；
Fig. 2 is Fig. 1 partial exploded view；
Fig. 3 is the basement bottom board shear wall for employing the anti-side steel bar rod reinforcing member of the utility model basement shear wall
Anti- side formwork installs drawing；
Drawing reference numeral explanation：The pre-buried waterproof adjusting yokes of 1-, 2- spacing shims, 3- reinforce regulating nut, the detachable water of 4-
Flat bar, 5- turning screw cap sleeves, the detachable vertical bars of 6-, 7- roof reinforcement adjusting meanss, 8- reinforce adjusting button, 9- threeway nuts
Sleeve, 10- reinforce push rod, 11- reinforced pallets, 12- sealing pieces, 13- connecting screw holes, 14- templates, 15- shear walls, 16- undergrounds
Room bottom plate.
Embodiment
As shown in Figure 1 and Figure 2, the anti-side steel bar rod reinforcing member of the utility model basement shear wall（Referred to as " pull bar is reinforced
Part "）, including pre-buried waterproof adjusting yoke 1, sealing piece 12, spacing shim 2, reinforce regulating nut 3, turning screw cap sleeve 5, can
Dismantle horizon bar 4, detachable vertical bar 6, roof reinforcement adjusting means 7.
Pre-buried waterproof adjusting yoke 1 is arranged on the bottom of shear wall 15, and the pre-buried both ends end face of waterproof adjusting yoke 1 is respectively inwards
Depression is provided with connecting screw hole 13, and the connecting screw hole 13 at pre-buried two of waterproof adjusting yoke 1 is provided with internal thread, and middle part is solid round steel
Rod member form, its length are identical with the thickness of shear wall 15.Sealing piece 12 is enclosed on pre-buried waterproof adjusting yoke 1, and two detachable
Connecting screw hole 13 of the horizon bar 4 respectively with the pre-buried both ends of waterproof adjusting yoke 1 is connected, detachable horizon bar 4 and detachable vertical
External screw thread is respectively equipped with bar 6.Spacing shim 2 is cased with every detachable horizon bar 4 and reinforces regulating nut 3, and spacing pad
Piece 2 is located at inner side and is against the outer surface of template 14, reinforces regulating nut 3 and leans against the outside of spacing shim 2, the use side of spacing shim 2
Shape or circle, thickness is thick not less than 3.0mm, and the nut screw for reinforcing regulating nut 3 is consistent with the detachable diameter of horizon bar 4.Draw
Bar reinforcing member is by two spacing shims 2 on detachable horizon bar 4 and reinforces regulating nut 3 after form removal by detachable horizon bar
4 back-out the connecting screw hole 13 of pre-buried waterproof adjusting yoke 1, and connecting screw hole 13 needs to do preservative treatment afterwards.
Turning screw cap sleeve 5 is L-shaped, and turning screw cap sleeve 5 includes horizontal segment sleeve and the vertical section being mutually connected vertically
Internal thread is respectively equipped with sleeve, horizontal segment sleeve and vertical section sleeve, detachable horizon bar 4 is away from pre-buried waterproof adjusting yoke
1 one end is enclosed in the horizontal segment sleeve of turning screw cap sleeve 5, and is connected with each other by internal and external threads.The detachable bottom of vertical bar 6
It is enclosed in the vertical section sleeve of turning screw cap sleeve 5, and is connected with each other by internal and external threads, roof reinforcement adjusting means 7 connects
At the top of detachable vertical bar 6.
The roof reinforcement adjusting means 7 includes top threeway screw cap sleeve 9, reinforces push rod 10, reinforced pallet 11, reinforces
Adjusting button 8, it is orthogonal to sleeve with level to sleeve and one that threeway screw cap sleeve 9 includes a pair of symmetrical levels
Vertically to sleeve, erected vertically to sleeve positioned at horizontal to the downside of sleeve, the vertical of threeway screw cap sleeve 9 to sleeve with detachable
The top connection of straight-bar 6, reinforce push rod 10 through threeway screw cap sleeve 9 it is horizontal to sleeve and both ends it is prominents horizontal to outside sleeve
Side, reinforce adjusting button 8 and be enclosed on reinforcing push rod 10 away from the one end of template 14, reinforced pallet 11 is with reinforcing push rod 10 close to template 14 1
End connection, reinforced pallet 11 are circle.
As shown in 16 shear wall of Fig. 3 basement bottom boards, 15 anti-side formwork installation drawing, according to the good shear wall steel of colligation
Muscle, when reaching die-filling construction, by the absolute altitude marked on shear force wall reinforcing steel bar, measure to the die-filling bottom of template 14, draw logical cotton thread, the first cotton thread
The pre-buried levelness of waterproof adjusting yoke 1 is installed in control, the second cotton thread control shear wall it is elongated to it is straight, peace is coordinated using electric welding
Fill pre-buried waterproof adjusting yoke 1 and be fixedly welded on shear force wall reinforcing steel bar two sides.On soldered pre-buried waterproof adjusting yoke 1
Put and tighten two sections of detachable horizon bars 4, the detachable upper limit pad of horizon bar 4 is adjusted according to the outer edge line of shear wall 15
2 reinforce the assembly of regulating nut 3, spacing shim 2 is overlapped with the edge line of shear wall 15, in the detachable other end of horizon bar 4
Turning screw cap sleeve 5 in assembly, then detachable vertical bar 6 is put, then roof reinforcement regulation fills on set in detachable vertical bar 6
7 are put, being tightened according to the situation of template 14 makes strengthening steel slab push up template outer surface completely, when template 14 is adjusted into vertical, interior outside
Template top is reinforced using template bar tradition to drawing.Horizontal section length=shear wall's thickness+both sides template thickness+both sides lumps of wood is wide
Degree, the height+10mm activity adjustment height of vertical segment length=both sides flitch height+threeway screw cap sleeve 9 are each to be segmented pull bar thread
The close tooth length that is advisable is 20mm, is determined according to shear wall, continuous beam width.
The utility model principle is consistent with screw rod control cast-in-place concrete generation pressure, and two spacing technologies fixations be present will
Point, first, the horizontal bush section of pull bar reinforcing member be embedded in the inside and outside both sides setting spacing shim 2 of shear wall concrete surface with
Reinforce regulating nut 3 to be close to form one, adjusting reinforcing regulating nut 3 according to thickness of wall body makes spacing shim limit shear wall
Medial and lateral template 14 ensures shear wall's thickness, detachable section that both ends are straight toward shear wall medial movement（I.e. detachable horizon bar
4）Be connected by the way of thread twists into pre-buried waterproof adjusting yoke 1, remove during form removal it is repeatable utilize, while detachably
Vertical bar 6 is connected with roof reinforcement adjusting means 7 and combines spacing fixed form 14, it is ensured that the horizontal vertical of shear wall 15；Second,
The upper end of detachable vertical bar 6 of pull bar reinforcing member is connected by threeway screw cap sleeve 9 with adjustable rooting push rod 10, passes through upper downward
Whole threeway screw cap sleeve 9 makes reinforcing push rod 10 fix the reinforcing template Side shuttering lumps of wood, and limitation cast-in-place concrete produces buoyancy, mould
Plate up runs mould phenomenon；The trouble that the shear wall bottom that top sets reinforced pallet 11 to remove from reinforces in addition, except middle built-in fitting
Beyond pull bar section in wall, the material at other positions can be repeatedly utilized so that.
Above example is only preferred embodiment of the present utility model, and structure of the present utility model is not limited to above-mentioned implementation
The form enumerated of example, any modification of all made within spirit of the present utility model and principle, equivalent substitution etc., all should be included
Within the scope of protection of the utility model.
Claims (2)
- A kind of 1. anti-side steel bar rod reinforcing member of basement shear wall, it is characterised in that including pre-buried waterproof adjusting yoke (1), Sealing piece (12), spacing shim (2), reinforce regulating nut (3), be turning screw cap sleeve (5), detachable horizon bar (4), detachable Vertical bar (6), roof reinforcement adjusting means (7), pre-buried waterproof adjusting yoke (1) are arranged on shear wall bottom, sealing piece (12) It is enclosed on pre-buried waterproof adjusting yoke (1), pre-buried waterproof adjusting yoke (1) both ends end face is recessed provided with connecting screw hole respectively inwards (13), connecting screw hole (13) of two detachable horizon bars (4) respectively with pre-buried waterproof adjusting yoke (1) both ends is connected, every Spacing shim (2) is cased with detachable horizon bar (4) and reinforces regulating nut (3), and spacing shim (2) is located at inner side and is against Template outer surface, reinforce regulating nut (3) and lean against on the outside of spacing shim (2), turning screw cap sleeve (5) is L-shaped, turning spiro cap Cylinder (5) includes the horizontal segment sleeve and vertical section sleeve being mutually connected vertically, and detachable horizon bar (4) is adjusted away from pre-buried waterproof Pull bar (1) one end is enclosed in the horizontal segment sleeve of turning screw cap sleeve (5), and detachable vertical bar (6) bottom is enclosed on turning nut In the vertical section sleeve of sleeve (5), roof reinforcement adjusting means (7) is connected to the top of detachable vertical bar (6).
- 2. the anti-side steel bar rod reinforcing member of basement shear wall as claimed in claim 1, it is characterised in that the roof reinforcement Adjusting means (7) includes top threeway screw cap sleeve (9), reinforces push rod (10), reinforced pallet (11), reinforces adjusting button (8), and three It is orthogonal vertically to set to sleeve with level to sleeve and one including a pair of symmetrical levels to lead to screw cap sleeve (9) Cylinder, vertically to sleeve positioned at horizontal to the downside of sleeve, threeway screw cap sleeve (9) it is vertical to sleeve and detachable vertical bar (6) top connection, push rod (10) is reinforced through the horizontal to the prominents level of sleeve and both ends to sleeve of threeway screw cap sleeve (9) Outside, reinforce adjusting button (8) and be enclosed on the remote template one end of reinforcing push rod (10), reinforced pallet (11) and reinforcing push rod (10) are close Template one end connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720656733.XU CN206873942U (en) | 2017-06-07 | 2017-06-07 | The anti-side steel bar rod reinforcing member of basement shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720656733.XU CN206873942U (en) | 2017-06-07 | 2017-06-07 | The anti-side steel bar rod reinforcing member of basement shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN206873942U true CN206873942U (en) | 2018-01-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720656733.XU Active CN206873942U (en) | 2017-06-07 | 2017-06-07 | The anti-side steel bar rod reinforcing member of basement shear wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551111A (en) * | 2018-03-20 | 2018-09-18 | 国网宁夏电力有限公司中卫供电公司 | Electric line foreign matter remove device |
| CN109667424A (en) * | 2018-12-31 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of aluminum alloy mould plate draws lever fixing apparatus and construction method |
-
2017
- 2017-06-07 CN CN201720656733.XU patent/CN206873942U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108551111A (en) * | 2018-03-20 | 2018-09-18 | 国网宁夏电力有限公司中卫供电公司 | Electric line foreign matter remove device |
| CN109667424A (en) * | 2018-12-31 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of aluminum alloy mould plate draws lever fixing apparatus and construction method |
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