CN206646738U - A kind of concrete roof antiseep support block and its mould - Google Patents

A kind of concrete roof antiseep support block and its mould Download PDF

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Publication number
CN206646738U
CN206646738U CN201720210078.5U CN201720210078U CN206646738U CN 206646738 U CN206646738 U CN 206646738U CN 201720210078 U CN201720210078 U CN 201720210078U CN 206646738 U CN206646738 U CN 206646738U
Authority
CN
China
Prior art keywords
support block
matrix
mould
steel plate
antiseep
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.)
Expired - Fee Related
Application number
CN201720210078.5U
Other languages
Chinese (zh)
Inventor
李长水
陈坤鹏
闫啸寒
吕栋梁
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.)
Construction Decoration Corp of China Construction Seventh Engineering Division Corp Ltd
Original Assignee
Construction Decoration Corp of China Construction Seventh Engineering Division Corp Ltd
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
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Priority to CN201720210078.5U priority Critical patent/CN206646738U/en
Application granted granted Critical
Publication of CN206646738U publication Critical patent/CN206646738U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of concrete roof antiseep support block, including concrete support block matrix, the support block matrix include upper matrix and lower substrate, and upper matrix is connected with lower substrate by steel plate, and reinforcing bar is respectively provided with the center line of upper matrix and lower substrate.The mould of described concrete roof antiseep support block is prepared, including the lower mould being engaged with lower substrate and the mold being engaged with upper matrix, lower mould are open-topped cylinder, mold is the upper and lower cylinder being open.The utility model making material is easy to get, cost is low, and can be prefabricated in advance, have it is easy for construction, effectively prevent seepage and other effects, it is easy to spread, there is good economic and social benefit.

Description

A kind of concrete roof antiseep support block and its mould
Technical field
The utility model belongs to concrete construction water seepage-proof tech field, and in particular to a kind of concrete roof antiseep branch Bracer and its mould.
Background technology
At present, the supported rod erecting lower end of cast-in-place shed deckhead needs to set cushion block, generally use plain concrete cushion block or adopts Supported with bar dowel, gap is easily formed between the plain concrete cushion block and rear pouring concrete of use, is seeped water;Using short steel When muscle supports, bar dowel easily pour vibrate when, contact garage bottom plate, cause bottom plate to reveal reinforcing bar, and the problems such as corrosion occur.
Utility model content
The purpose of this utility model is to provide a kind of concrete roof antiseep support block, there is provided its mould is this practicality Another new purpose, the support block can be prefabricated in advance, have the characteristics of easy for construction, effectively to prevent seepage.
Based on object above, the utility model takes following technical scheme:A kind of concrete roof antiseep support block, bag Concrete support block matrix is included, the support block matrix includes upper matrix and lower substrate, and upper matrix and lower substrate are connected by steel plate Connect, reinforcing bar is respectively provided with the center line of upper matrix and lower substrate.
It is welded to connect between the reinforcing bar and steel plate.
Upper matrix is stretched out positioned at the upper end of the reinforcing bar of upper surface of steel plate, positioned at the reinforcing bar lower end of lower surface of steel plate without departing under The bottom of matrix.
The support block matrix and steel plate are circular or square structure.
The height of the lower substrate is upper matrix, the height sum of steel plate, and the length of side or diameter of steel plate are more than support block base The length of side or diameter of body.
Prepare the mould of described concrete roof antiseep support block, including the lower mould that is engaged with lower substrate and with The mold that upper matrix is engaged, lower mould are open-topped cylinder, and mold is the upper and lower cylinder being open.
Compared with prior art, the utility model has advantages below:Making simply, making material is easy to get, cost is low, and Can be prefabricated in advance, have it is easy for construction, effectively prevent seepage and other effects, it is easy to spread, there is good economic and social benefit.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model antiseep support block;
Fig. 2 is the structural representation of the utility model antiseep support block mould;
Fig. 3 is the structural representation of the utility model antiseep support block mould;
Fig. 4 is the flow chart A that antiseep support block is prepared using antiseep support block mould;
Fig. 5 is the flow chart B that antiseep support block is prepared using antiseep support block mould;
Fig. 6 is the flow chart C that antiseep support block is prepared using antiseep support block mould;
Fig. 7 is the flow chart D that antiseep support block is prepared using antiseep support block mould;
Fig. 8 is Specific construction state diagram of the present utility model;
Fig. 9 is antiseepage state diagram when not using the present apparatus;
Figure 10 is using the antiseepage state diagram during present apparatus.
Embodiment
A kind of concrete roof antiseep support block as shown in Figure 1, including concrete support block matrix 1, support block base Body 1 includes upper matrix 11 and lower substrate 12, and upper matrix 11 and lower substrate 12 are connected by steel plate 2, upper matrix 11 and lower substrate 12 Center line on be respectively provided with reinforcing bar 3, be welded to connect between reinforcing bar 3 and steel plate 2.Stretched positioned at the upper end of the reinforcing bar 3 of upper surface of steel plate Go out upper matrix, positioned at bottom of the lower end of reinforcing bar 3 of lower surface of steel plate without departing from lower substrate.Support block matrix 1 and steel plate 2 are square Structure, the height of lower substrate 12 is upper matrix 11, the height sum of steel plate 2, and the length of side of steel plate 2 is more than the side of support block matrix 1 It is long.
Prepare the mould of above-mentioned concrete roof antiseep support block, including the lower mould 4 that is engaged with lower substrate 12 and The mold 5 being engaged with upper matrix 11, lower mould 4 are open-topped cylinder, and mold 5 is the upper and lower cylinder being open, Upper and lower mould is wooden.
Using above-mentioned mould the method for above-mentioned concrete roof antiseep support block be made be:1)First lower mould 4 is put Put on flat ground, then cast and shed deckhead concrete are the same as the concrete of label, vibration compacting(Fig. 4);2)By it is upper, The steel plate 2 that lower surface is welded with reinforcing bar 3 is placed on lower mould 4, and the reinforcing bar 3 for being arranged on the lower surface of steel plate 2 is inserted in concrete (Fig. 5);3)Mold 5 is placed on steel plate 2 again, continues to pour into a mould concrete(Fig. 6);4) the finally demoulding, which conserves, produces(Fig. 7).
Antiseep support block of the present utility model is in use, be directly placed on roof plate template, then in antiseep The steel pipe for supporting one layer of beam of encorbelmenting is placed in support block, after one layer is encorbelmented beam supporting removal, by antiseep The steel bar end exposed in support block is removed.
Specific the waterproof mechanism and principle explanation of the present apparatus:Fig. 8 is specific work progress, and Fig. 9 and Figure 10 are represented respectively At Fig. 8 nodes A using the present apparatus and expression during using the present apparatus be cushion block and young concrete due to shaping when Between it is different, therefore, gap between cushion block and young concrete be present, this gap is also the direct channel of infiltration, i.e. infiltration is logical Road one(a—b)(shown in Fig. 9), path is straight line and shorter, easily infiltration.Water seepage road can then be changed by way of the present apparatus Footpath increase infiltration gap length, plays a part of the waterproof that blocks water, i.e. penetrating passage two( a—b—c—d—e—f)(Figure 10 institutes Show).
Embodiment 2
As another embodiment, support block matrix and steel plate in the utility model may be arranged as circular knot Structure, the diameter of steel plate 2 are more than the diameter of support block matrix, and remaining is the same as embodiment 1.

Claims (6)

  1. A kind of 1. concrete roof antiseep support block, it is characterised in that including concrete support block matrix, the support block base Body includes upper matrix and lower substrate, and upper matrix is connected with lower substrate by steel plate, is all provided with the center line of upper matrix and lower substrate Put reinforcing bar.
  2. 2. concrete roof antiseep support block as claimed in claim 1, it is characterised in that welded between the reinforcing bar and steel plate Connect in succession.
  3. 3. concrete roof antiseep support block as claimed in claim 1, it is characterised in that positioned at the reinforcing bar of upper surface of steel plate Upper end stretch out upper matrix, positioned at bottom of the reinforcing bar lower end of lower surface of steel plate without departing from lower substrate.
  4. 4. concrete roof antiseep support block as claimed in claim 2, it is characterised in that the support block matrix and steel plate For circular or square structure.
  5. 5. concrete roof antiseep support block as claimed in claim 4, it is characterised in that the height of the lower substrate is upper The height sum of matrix, steel plate, the length of side or diameter of steel plate are more than the length of side or diameter of support block matrix.
  6. 6. prepare the mould of any described concrete roof antiseep support block of claim 1-5, it is characterised in that including with Lower mould that lower substrate is engaged and the mold being engaged with upper matrix, lower mould is open-topped cylinder, and mold is The upper and lower cylinder being open.
CN201720210078.5U 2017-03-06 2017-03-06 A kind of concrete roof antiseep support block and its mould Expired - Fee Related CN206646738U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720210078.5U CN206646738U (en) 2017-03-06 2017-03-06 A kind of concrete roof antiseep support block and its mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720210078.5U CN206646738U (en) 2017-03-06 2017-03-06 A kind of concrete roof antiseep support block and its mould

Publications (1)

Publication Number Publication Date
CN206646738U true CN206646738U (en) 2017-11-17

Family

ID=60280862

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720210078.5U Expired - Fee Related CN206646738U (en) 2017-03-06 2017-03-06 A kind of concrete roof antiseep support block and its mould

Country Status (1)

Country Link
CN (1) CN206646738U (en)

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171117

CF01 Termination of patent right due to non-payment of annual fee